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Last Updated:
10/10/2003
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October 9, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : 2 VENDOR RANKING CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : STPD-183-2(107) US-183, ELM CREEK - MILLER. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 2,441,543.79 100.0000% 2 2252 PAULSEN, INC. $ 2,511,360.51 102.8595% 3 0574 CONSTRUCTORS, INC. $ 2,528,852.44 103.5760% 4 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,622,864.49 107.4265% 5 1661 U.S. ASPHALT CO. $ 2,719,296.07 111.3761% 6 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,755,467.61 112.8576% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -3 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, 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| 9500.00000 9500.00| 9500.00000 9500.00| 10000.00000 10000.00 MOBILIZATION | | | 0002 1000.00 139.000 EACH| 85.00000 11815.00| 85.00000 11815.00| 88.00000 12232.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9500.00000 9500.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 215.000 MGAL| 8.00000 1720.00| 8.00000 1720.00| 8.00000 1720.00 WATER | | | 0005 1012.00 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 RIGHT-OF-WAY MARKERS | | | 0006 1021.10 76.000 EACH| 3.30000 250.80| 3.30000 250.80| 3.00000 228.00 REMOVE DELINEATOR UNITS | | | 0007 1030.00 14308.000 CY | 5.25000 75117.00| 5.25000 75117.00| 5.50000 78694.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1101.00 288.000 SY | 8.00000 2304.00| 6.35000 1828.80| 4.00000 1152.00 REMOVE PAVEMENT | | | 0009 7017.00 16908.000 LF | 1.00000 16908.00| 0.75000 12681.00| 0.65000 10990.20 REMOVE GUARDRAIL | | | 0010 L020.00 33504.000 SY | 1.45000 48580.80| 1.43000 47910.72| 1.40000 46905.60 EROSION CONTROL | | | 0011 L021.06 66.000 BALE| 28.00000 1848.00| 17.50000 1155.00| 18.00000 1188.00 EROSION CHECKS, TYPE HV | | | 0012 L022.11 4430.000 LF | 1.90000 8417.00| 2.61000 11562.30| 2.60000 11518.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 185,610.60| $ 182,690.62| $ 184,277.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0013 0030.40 LUMP| 2500.00000 2500.00| 13000.00000 13000.00| 2500.00000 2500.00 MOBILIZATION | | | 0014 4035.00 4.000 EACH| 130.00000 520.00| 175.00000 700.00| 134.00000 536.00 REMOVE FLARED-END SECTION | | | 0015 4040.00 3.000 EACH| 110.00000 330.00| 200.00000 600.00| 114.00000 342.00 REMOVE HEADWALLS FROM CULVERTS | | | 0016 4044.00 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1900.00000 1900.00 PREPARATION OF STRUCTURE AT STA. 418+09 | | | 40 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -4 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4044.02 1.000 EACH| 900.00000 900.00| 2300.00000 2300.00| 930.00000 930.00 PREPARATION OF STRUCTURE AT STA. 604+99 | | | 0018 4050.01 77.000 CY | 12.00000 924.00| 12.00000 924.00| 12.00000 924.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0019 4051.01 135.000 CY | 12.00000 1620.00| 12.00000 1620.00| 12.00000 1620.00 EXCAVATION FOR BOX CULVERTS | | | 0020 4100.06 2.400 CY | 522.00000 1252.80| 700.00000 1680.00| 540.00000 1296.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0021 4101.06 87.030 CY | 279.00000 24281.37| 290.00000 25238.70| 288.00000 25064.64 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0022 4150.00 323.000 LB | 1.30000 419.90| 0.60000 193.80| 1.35000 436.05 REINFORCING STEEL FOR HEADWALL | | | 0023 4151.00 8109.000 LB | 0.60000 4865.40| 0.50000 4054.50| 0.60000 4865.40 REINFORCING STEEL FOR BOX CULVERT | | | 0024 4350.24 105.000 LF | 24.00000 2520.00| 36.50000 3832.50| 25.00000 2625.00 24" CORRUGATED METAL PIPE | | | 0025 4350.72 54.000 LF | 107.00000 5778.00| 89.00000 4806.00| 110.00000 5940.00 72" CORRUGATED METAL PIPE | | | 0026 4360.24 4.000 EACH| 154.00000 616.00| 235.00000 940.00| 160.00000 640.00 24" METAL FLARED-END SECTION | | | 0027 4360.72 2.000 EACH| 1258.00000 2516.00| 1000.00000 2000.00| 1300.00000 2600.00 72" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 50,843.47| $ 63,689.50| $ 52,219.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 598+80 TWIN 12'X8'X95' CONCRETE BOX CULVERT | | | 0028 0030.40 LUMP| 2500.00000 2500.00| 5200.00000 5200.00| 2600.00000 2600.00 MOBILIZATION | | | 0029 4044.01 1.000 EACH| 4600.00000 4600.00| 3100.00000 3100.00| 4800.00000 4800.00 PREPARATION OF STRUCTURE AT STA. 598+80 | | | 0030 4051.01 106.000 CY | 12.00000 1272.00| 12.00000 1272.00| 12.00000 1272.00 EXCAVATION FOR BOX CULVERTS | | | 0031 4101.06 131.160 CY | 269.00000 35282.04| 290.00000 38036.40| 280.00000 36724.80 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0032 4151.00 13222.000 LB | 0.60000 7933.20| 0.50000 6611.00| 0.60000 7933.20 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 51,587.24| $ 54,219.40| $ 53,330.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -5 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.50 LUMP| 500.00000 500.00| 1500.00000 1500.00| 1600.00000 1600.00 MOBILIZATION | | | 0034 L001.01 2.000 ACRE| 379.00000 758.00| 514.00000 1028.00| 530.00000 1060.00 SEEDING, TYPE A | | | 0035 L001.02 44.000 ACRE| 359.00000 15796.00| 424.00000 18656.00| 435.00000 19140.00 SEEDING, TYPE B | | | 0036 L032.75 99.000 TON | 60.00000 5940.00| 66.00000 6534.00| 65.00000 6435.00 MULCH | | | SECTION TOTALS | $ 22,994.00| $ 27,718.00| $ 28,235.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGES AT STA. 758+60 1-32'6" & 2-23'9" SPANS CONCRETE SLAB BRIDGE-WIDEN & OVERLAY | | | 0037 0030.60 LUMP| 4800.00000 4800.00| 4800.00000 4800.00| 10000.00000 10000.00 MOBILIZATION | | | 0038 1010.01 70.000 CY | 15.00000 1050.00| 15.00000 1050.00| 15.50000 1085.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0039 1043.50 125.000 SY | 2.00000 250.00| 2.00000 250.00| 2.00000 250.00 RIPRAP FILTER FABRIC | | | 0040 3050.15 163.000 CY | 265.00000 43195.00| 265.00000 43195.00| 210.00000 34230.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0041 3051.10 18304.000 LB | 0.63000 11531.52| 0.63000 11531.52| 1.10000 20134.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0042 6000.10 35.000 LS | 1400.00000 1400.00| 1400.00000 1400.00| 1500.00000 1500.00 ABUTMENT NO.1 EXCAVATION | | | 0043 6000.11 35.000 LS | 1400.00000 1400.00| 1400.00000 1400.00| 1500.00000 1500.00 ABUTMENT NO.2 EXCAVATION | | | 0044 6007.01 200.000 SY | 49.00000 9800.00| 49.00000 9800.00| 51.00000 10200.00 CLASS I REPAIR | | | 0045 6007.02 40.000 SY | 160.00000 6400.00| 160.00000 6400.00| 166.00000 6640.00 CLASS II REPAIR | | | 0046 6007.03 5.000 SY | 50.00000 250.00| 50.00000 250.00| 52.00000 260.00 CLASS III REPAIR | | | 0047 6008.40 328.000 SY | 42.00000 13776.00| 42.00000 13776.00| 44.00000 14432.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0048 6010.22 45.600 CY | 390.00000 17784.00| 390.00000 17784.00| 405.00000 18468.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -6 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 6010.26 69.900 CY | 390.00000 27261.00| 390.00000 27261.00| 405.00000 28309.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0050 6016.02 18.300 CY | 410.00000 7503.00| 410.00000 7503.00| 425.00000 7777.50 CONCRETE FOR OVERLAYS-SF | | | 0051 6030.00 1.000 EACH| 6800.00000 6800.00| 6800.00000 6800.00| 7100.00000 7100.00 PREPARATION OF BRIDGE AT STA. 758+60.00 | | | 0052 6080.00 656.000 LB | 4.00000 2624.00| 4.00000 2624.00| 4.15000 2722.40 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0053 6104.00 75.000 TON | 12.00000 900.00| 12.00000 900.00| 12.50000 937.50 BROKEN CONCRETE RIPRAP | | | 0054 6105.02 10.000 TON | 69.00000 690.00| 69.00000 690.00| 72.00000 720.00 ROCK RIPRAP, TYPE B | | | 0055 6131.50 23442.000 LB | 0.68000 15940.56| 0.68000 15940.56| 0.70000 16409.40 EPOXY COATED REINFORCING STEEL | | | 0056 6210.12 1440.000 LF | 23.00000 33120.00| 23.00000 33120.00| 24.00000 34560.00 HP 10"X42# STEEL PILING | | | 0057 6310.00 1128.000 SF | 13.00000 14664.00| 13.00000 14664.00| 13.45000 15171.60 STEEL SHEET PILING | | | 0058 6433.00 360.000 LS | 5100.00000 5100.00| 5100.00000 5100.00| 530.00000 530.00 PAINTING PILES AND MISCELLANEOUS STEEL | | | 0059 8091.00 20.000 CY | 16.00000 320.00| 16.00000 320.00| 16.60000 332.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 226,559.08| $ 226,559.08| $ 233,269.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 107+72 1-60' SPAN PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0060 0030.60 LUMP| 1100.00000 1100.00| 475.00000 475.00| 1100.00000 1100.00 MOBILIZATION | | | 0061 6010.26 14.500 CY | 510.00000 7395.00| 528.00000 7656.00| 530.00000 7685.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 1740.000 LB | 1.00000 1740.00| 1.20000 2088.00| 1.00000 1740.00 REINFORCING STEEL FOR BRIDGE | | | 0063 6030.00 1.000 EACH| 4200.00000 4200.00| 1900.00000 1900.00| 4400.00000 4400.00 PREPARATION OF BRIDGE AT STA. 107+72 | | | SECTION TOTALS | $ 14,435.00| $ 12,119.00| $ 14,925.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 2125.00000 2125.00| 1529.00000 1529.00| 1600.00000 1600.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -7 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 7011.20 125.000 LF | 10.33000 1291.25| 15.00000 1875.00| 15.50000 1937.50 W-BEAM GUARDRAIL | | | 0066 7015.00 16256.000 LF | 4.99000 81117.44| 5.00000 81280.00| 5.20000 84531.20 CABLE GUARDRAIL | | | 0067 7020.00 8.000 EACH| 1395.75000 11166.00| 1490.00000 11920.00| 1600.00000 12800.00 BRIDGE APPROACH SECTIONS | | | 0068 7023.00 58.000 EACH| 1025.00000 59450.00| 1062.00000 61596.00| 1100.00000 63800.00 TERMINAL ANCHORAGE SECTIONS | | | 0069 7024.27 8.000 EACH| 1358.00000 10864.00| 1350.00000 10800.00| 1400.00000 11200.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 166,013.69| $ 169,000.00| $ 175,868.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0070 0002.55 2232.240 STA | 7.00000 15625.68| 6.05000 13505.05| 5.50000 12277.32 OVERLAY BROKEN LINES | | | 0071 0002.60 4464.480 STA | 8.00000 35715.84| 6.00000 26786.88| 5.50000 24554.64 OVERLAY SOLID LINES | | | 0072 0030.90 LUMP| 76000.00000 76000.00| 60000.00000 60000.00| 70000.00000 70000.00 MOBILIZATION | | | 0073 1020.03 76.000 EACH| 15.00000 1140.00| 15.50000 1178.00| 15.00000 1140.00 DELINEATOR, TYPE III | | | 0074 1020.20 8.000 EACH| 20.00000 160.00| 23.00000 184.00| 20.00000 160.00 INSTALL CHEVRONS | | | 0075 2001.00 190.000 CY | 5.50000 1045.00| 8.80000 1672.00| 13.00000 2470.00 GRAVEL SURFACE COURSE | | | 0076 2020.00 369.000 SY | 7.00000 2583.00| 3.70000 1365.30| 6.00000 2214.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0077 2021.00 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 50.00000 200.00 MAILBOX POST | | | 0078 4024.74 1.000 EACH| 1950.00000 1950.00| 3400.00000 3400.00| 3000.00000 3000.00 CONCRETE FLUME, TYPE V | | | 0079 4350.15 71.000 LF | 37.00000 2627.00| 42.50000 3017.50| 35.00000 2485.00 15" CORRUGATED METAL PIPE | | | 0080 8022.00 479.000 TON | 102.00000 48858.00| 101.00000 48379.00| 105.00000 50295.00 HYDRATED LIME | | | 0081 8110.50 739.739 STA | 325.00000 240415.18| 329.00000 243374.13| 335.00000 247812.57 HYDRATED LIME SLURRY STABILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -8 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9000.73 300.000 TON | 15.89000 4767.00| 17.52000 5256.00| 17.00000 5100.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.375) | | | 0083 9005.00 200.000 TON | 25.89000 5178.00| 21.00000 4200.00| 46.00000 9200.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | 0084 9005.50 29390.000 TON | 15.89000 467007.10| 17.52000 514912.80| 16.60000 487874.00 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0085 9009.00 7915.000 SY | 1.25000 9893.75| 1.60000 12664.00| 3.50000 27702.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0086 9009.75 117.000 SY | 55.00000 6435.00| 27.00000 3159.00| 44.00000 5148.00 TEMPORARY SURFACING | | | 0087 9020.91 16.200 TON | 174.00000 2818.80| 177.00000 2867.40| 193.00000 3126.60 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0088 9021.01 1597.860 TON | 174.00000 278027.64| 177.00000 282821.22| 193.00000 308386.98 PERFORMANCE GRADED BINDER (64-22) | | | 0089 9030.00 474.000 LF | 2.50000 1185.00| 2.40000 1137.60| 1.80000 853.20 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0090 9034.00 165.000 SY | 2.50000 412.50| 2.25000 371.25| 1.60000 264.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0091 9052.15 116774.000 GAL | 1.09000 127283.66| 1.03000 120277.22| 1.10000 128451.40 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0092 9053.00 39630.000 GAL | 1.00000 39630.00| 0.86000 34081.80| 0.70000 27741.00 TACK COAT | | | 0093 9111.00 372.000 MGAL| 8.00000 2976.00| 8.00000 2976.00| 5.00000 1860.00 WATER | | | 0094 9170.00 1486.803 STA | 45.00000 66906.14| 47.75000 70994.84| 46.00000 68392.94 EARTH SHOULDER CONSTRUCTION | | | 0095 9173.20 1500.000 SY | 2.00000 3000.00| 3.00000 4500.00| 3.00000 4500.00 SUBGRADE PREPARATION | | | 0096 9188.50 13009.000 SY | 8.88000 115519.92| 11.10000 144399.90| 11.00000 143099.00 SURFACING UNDER GUARDRAIL | | | 0097 9300.52 13.920 LS | 7000.00000 7000.00| 4600.00000 4600.00| 7000.00000 7000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,564,360.21| $ 1,612,280.89| $ 1,645,308.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -9 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 0574 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 0001.08 75192.000 BDAY| 0.50000 37596.00| 0.50000 37596.00| 0.50000 37596.00 BARRICADE, TYPE II | | | 0099 0001.10 5656.000 BDAY| 1.50000 8484.00| 3.50000 19796.00| 1.20000 6787.20 BARRICADE, TYPE III | | | 0100 0001.75 828.000 EACH| 2.00000 1656.00| 5.00000 4140.00| 2.00000 1656.00 TEMPORARY SIGN DAY | | | 0101 0001.90 28084.000 EACH| 0.50000 14042.00| 0.53000 14884.52| 0.30000 8425.20 SIGN DAY | | | 0102 0002.30 1150.000 LF | 0.45000 517.50| 1.25000 1437.50| 0.50000 575.00 PAVEMENT MARKING REMOVAL | | | 0103 0002.39 5050.000 LF | 0.80000 4040.00| 1.90000 9595.00| 0.80000 4040.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0104 0002.47 2800.000 LF | 1.00000 2800.00| 1.50000 4200.00| 1.00000 2800.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0105 0003.10 154.000 DAY | 185.00000 28490.00| 175.00000 26950.00| 195.00000 30030.00 FLAGGING | | | 0106 0003.20 50.000 DAY | 285.00000 14250.00| 265.00000 13250.00| 275.00000 13750.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0107 0003.51 480.000 LF | 14.00000 6720.00| 15.00000 7200.00| 14.00000 6720.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0108 0003.56 480.000 LF | 4.00000 1920.00| 4.25000 2040.00| 4.00000 1920.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0109 0010.04 1.000 EACH| 1500.00000 1500.00| 1250.00000 1250.00| 2000.00000 2000.00 FIELD OFFICE | | | 0110 0030.00 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 1000.00000 1000.00 MOBILIZATION | | | 0111 9110.01 115.000 HOUR| 60.00000 6900.00| 46.00000 5290.00| 57.00000 6555.00 RENTAL OF LOADER, FULLY OPERATED | | | 0112 9110.02 70.000 HOUR| 70.00000 4900.00| 46.00000 3220.00| 73.00000 5110.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0113 9110.03 115.000 HOUR| 50.00000 5750.00| 40.00000 4600.00| 49.00000 5635.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0114 9110.06 45.000 HOUR| 85.00000 3825.00| 46.00000 2070.00| 57.00000 2565.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0115 9110.07 115.000 HOUR| 50.00000 5750.00| 31.00000 3565.00| 37.00000 4255.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 159,140.50| $ 163,084.02| $ 141,419.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,441,543.79| $ 2,511,360.51| $ 2,528,852.44 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -10 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR 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| 9720.65000 9720.65| 9500.00000 9500.00 MOBILIZATION | | | 0002 1000.00 139.000 EACH| 86.00000 11954.00| 86.97000 12088.83| 85.00000 11815.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 9000.00000 9000.00| 9209.04000 9209.04| 9000.00000 9000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 215.000 MGAL| 8.00000 1720.00| 8.00000 1720.00| 8.00000 1720.00 WATER | | | 0005 1012.00 2.000 EACH| 75.00000 150.00| 76.74000 153.48| 75.00000 150.00 RIGHT-OF-WAY MARKERS | | | 0006 1021.10 76.000 EACH| 3.30000 250.80| 3.38000 256.88| 3.30000 250.80 REMOVE DELINEATOR UNITS | | | 0007 1030.00 14308.000 CY | 5.30000 75832.40| 5.37000 76833.96| 5.25000 75117.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1101.00 288.000 SY | 7.50000 2160.00| 8.19000 2358.72| 4.24000 1221.12 REMOVE PAVEMENT | | | 0009 7017.00 16908.000 LF | 1.00000 16908.00| 1.02000 17246.16| 0.65000 10990.20 REMOVE GUARDRAIL | | | 0010 L020.00 33504.000 SY | 1.50000 50256.00| 1.48000 49585.92| 1.30000 43555.20 EROSION CONTROL | | | 0011 L021.06 66.000 BALE| 28.00000 1848.00| 28.65000 1890.90| 18.00000 1188.00 EROSION CHECKS, TYPE HV | | | 0012 L022.11 4430.000 LF | 1.90000 8417.00| 1.94000 8594.20| 2.65000 11739.50 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 188,496.20| $ 189,658.74| $ 176,246.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0013 0030.40 LUMP| 13000.00000 13000.00| 2865.03000 2865.03| 13000.00000 13000.00 MOBILIZATION | | | 0014 4035.00 4.000 EACH| 102.00000 408.00| 102.32000 409.28| 175.00000 700.00 REMOVE FLARED-END SECTION | | | 0015 4040.00 3.000 EACH| 200.00000 600.00| 204.65000 613.95| 200.00000 600.00 REMOVE HEADWALLS FROM CULVERTS | | | 0016 4044.00 1.000 EACH| 2200.00000 2200.00| 2148.78000 2148.78| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 418+09 | | | 40 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -11 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4044.02 1.000 EACH| 1650.00000 1650.00| 1688.32000 1688.32| 2300.00000 2300.00 PREPARATION OF STRUCTURE AT STA. 604+99 | | | 0018 4050.01 77.000 CY | 14.00000 1078.00| 14.33000 1103.41| 12.00000 924.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0019 4051.01 135.000 CY | 14.00000 1890.00| 14.33000 1934.55| 12.00000 1620.00 EXCAVATION FOR BOX CULVERTS | | | 0020 4100.06 2.400 CY | 470.00000 1128.00| 470.68000 1129.63| 700.00000 1680.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0021 4101.06 87.030 CY | 310.00000 26979.30| 309.01000 26893.14| 290.00000 25238.70 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0022 4150.00 323.000 LB | 0.75000 242.25| 0.76000 245.48| 0.60000 193.80 REINFORCING STEEL FOR HEADWALL | | | 0023 4151.00 8109.000 LB | 0.56000 4541.04| 0.55000 4459.95| 0.50000 4054.50 REINFORCING STEEL FOR BOX CULVERT | | | 0024 4350.24 105.000 LF | 22.00000 2310.00| 22.51000 2363.55| 36.50000 3832.50 24" CORRUGATED METAL PIPE | | | 0025 4350.72 54.000 LF | 98.00000 5292.00| 99.25000 5359.50| 89.00000 4806.00 72" CORRUGATED METAL PIPE | | | 0026 4360.24 4.000 EACH| 226.00000 904.00| 230.23000 920.92| 235.00000 940.00 24" METAL FLARED-END SECTION | | | 0027 4360.72 2.000 EACH| 1500.00000 3000.00| 1534.84000 3069.68| 1000.00000 2000.00 72" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 65,222.59| $ 55,205.17| $ 63,689.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 598+80 TWIN 12'X8'X95' CONCRETE BOX CULVERT | | | 0028 0030.40 LUMP| 9600.00000 9600.00| 1637.16000 1637.16| 5200.00000 5200.00 MOBILIZATION | | | 0029 4044.01 1.000 EACH| 3000.00000 3000.00| 3069.68000 3069.68| 3100.00000 3100.00 PREPARATION OF STRUCTURE AT STA. 598+80 | | | 0030 4051.01 106.000 CY | 14.00000 1484.00| 14.33000 1518.98| 12.00000 1272.00 EXCAVATION FOR BOX CULVERTS | | | 0031 4101.06 131.160 CY | 279.00000 36593.64| 285.48000 37443.56| 290.00000 38036.40 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0032 4151.00 13222.000 LB | 0.54000 7139.88| 0.55000 7272.10| 0.50000 6611.00 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 57,817.52| $ 50,941.48| $ 54,219.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -12 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.50 LUMP| 1550.00000 1550.00| 1534.84000 1534.84| 4000.00000 4000.00 MOBILIZATION | | | 0034 L001.01 2.000 ACRE| 520.00000 1040.00| 525.94000 1051.88| 549.00000 1098.00 SEEDING, TYPE A | | | 0035 L001.02 44.000 ACRE| 428.00000 18832.00| 433.85000 19089.40| 529.00000 23276.00 SEEDING, TYPE B | | | 0036 L032.75 99.000 TON | 67.00000 6633.00| 67.53000 6685.47| 70.00000 6930.00 MULCH | | | SECTION TOTALS | $ 28,055.00| $ 28,361.59| $ 35,304.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGES AT STA. 758+60 1-32'6" & 2-23'9" SPANS CONCRETE SLAB BRIDGE-WIDEN & OVERLAY | | | 0037 0030.60 LUMP| 4900.00000 4900.00| 4911.49000 4911.49| 4800.00000 4800.00 MOBILIZATION | | | 0038 1010.01 70.000 CY | 15.25000 1067.50| 15.35000 1074.50| 15.00000 1050.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0039 1043.50 125.000 SY | 2.05000 256.25| 2.05000 256.25| 2.00000 250.00 RIPRAP FILTER FABRIC | | | 0040 3050.15 163.000 CY | 265.00000 43195.00| 271.16000 44199.08| 265.00000 43195.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0041 3051.10 18304.000 LB | 0.64000 11714.56| 0.64000 11714.56| 0.63000 11531.52 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0042 6000.10 35.000 LS | 1400.00000 1400.00| 1432.52000 1432.52| 1400.00000 1400.00 ABUTMENT NO.1 EXCAVATION | | | 0043 6000.11 35.000 LS | 1400.00000 1400.00| 1432.52000 1432.52| 1400.00000 1400.00 ABUTMENT NO.2 EXCAVATION | | | 0044 6007.01 200.000 SY | 50.00000 10000.00| 50.14000 10028.00| 49.00000 9800.00 CLASS I REPAIR | | | 0045 6007.02 40.000 SY | 162.00000 6480.00| 163.72000 6548.80| 160.00000 6400.00 CLASS II REPAIR | | | 0046 6007.03 5.000 SY | 52.00000 260.00| 51.16000 255.80| 50.00000 250.00 CLASS III REPAIR | | | 0047 6008.40 328.000 SY | 43.00000 14104.00| 42.98000 14097.44| 42.00000 13776.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0048 6010.22 45.600 CY | 390.00000 17784.00| 399.06000 18197.14| 390.00000 17784.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -13 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 6010.26 69.900 CY | 390.00000 27261.00| 399.06000 27894.29| 390.00000 27261.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0050 6016.02 18.300 CY | 412.00000 7539.60| 419.52000 7677.22| 410.00000 7503.00 CONCRETE FOR OVERLAYS-SF | | | 0051 6030.00 1.000 EACH| 7000.00000 7000.00| 6957.94000 6957.94| 6800.00000 6800.00 PREPARATION OF BRIDGE AT STA. 758+60.00 | | | 0052 6080.00 656.000 LB | 4.00000 2624.00| 4.09000 2683.04| 4.00000 2624.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0053 6104.00 75.000 TON | 12.00000 900.00| 12.28000 921.00| 12.00000 900.00 BROKEN CONCRETE RIPRAP | | | 0054 6105.02 10.000 TON | 69.00000 690.00| 70.60000 706.00| 69.00000 690.00 ROCK RIPRAP, TYPE B | | | 0055 6131.50 23442.000 LB | 0.69000 16174.98| 0.70000 16409.40| 0.68000 15940.56 EPOXY COATED REINFORCING STEEL | | | 0056 6210.12 1440.000 LF | 24.00000 34560.00| 23.53000 33883.20| 23.00000 33120.00 HP 10"X42# STEEL PILING | | | 0057 6310.00 1128.000 SF | 13.00000 14664.00| 13.30000 15002.40| 13.00000 14664.00 STEEL SHEET PILING | | | 0058 6433.00 360.000 LS | 5200.00000 5200.00| 5218.45000 5218.45| 5100.00000 5100.00 PAINTING PILES AND MISCELLANEOUS STEEL | | | 0059 8091.00 20.000 CY | 16.00000 320.00| 16.37000 327.40| 16.00000 320.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 229,494.89| $ 231,828.44| $ 226,559.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 107+72 1-60' SPAN PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0060 0030.60 LUMP| 480.00000 480.00| 486.03000 486.03| 1100.00000 1100.00 MOBILIZATION | | | 0061 6010.26 14.500 CY | 535.00000 7757.50| 540.26000 7833.77| 510.00000 7395.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 1740.000 LB | 1.20000 2088.00| 1.23000 2140.20| 1.00000 1740.00 REINFORCING STEEL FOR BRIDGE | | | 0063 6030.00 1.000 EACH| 2000.00000 2000.00| 1944.13000 1944.13| 4200.00000 4200.00 PREPARATION OF BRIDGE AT STA. 107+72 | | | SECTION TOTALS | $ 12,325.50| $ 12,404.13| $ 14,435.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 2125.00000 2125.00| 2174.36000 2174.36| 1529.00000 1529.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -14 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 7011.20 125.000 LF | 10.35000 1293.75| 10.57000 1321.25| 15.00000 1875.00 W-BEAM GUARDRAIL | | | 0066 7015.00 16256.000 LF | 5.00000 81280.00| 5.11000 83068.16| 5.00000 81280.00 CABLE GUARDRAIL | | | 0067 7020.00 8.000 EACH| 1397.00000 11176.00| 1428.17000 11425.36| 1490.00000 11920.00 BRIDGE APPROACH SECTIONS | | | 0068 7023.00 58.000 EACH| 1030.00000 59740.00| 1048.81000 60830.98| 1062.00000 61596.00 TERMINAL ANCHORAGE SECTIONS | | | 0069 7024.27 8.000 EACH| 1360.00000 10880.00| 1389.54000 11116.32| 1350.00000 10800.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 166,494.75| $ 169,936.43| $ 169,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0070 0002.55 2232.240 STA | 7.25000 16183.74| 7.42000 16563.22| 5.50000 12277.32 OVERLAY BROKEN LINES | | | 0071 0002.60 4464.480 STA | 7.25000 32367.48| 7.42000 33126.44| 5.50000 24554.64 OVERLAY SOLID LINES | | | 0072 0030.90 LUMP| 55000.00000 55000.00| 69485.86000 69485.86| 79337.00000 79337.00 MOBILIZATION | | | 0073 1020.03 76.000 EACH| 15.25000 1159.00| 15.35000 1166.60| 15.00000 1140.00 DELINEATOR, TYPE III | | | 0074 1020.20 8.000 EACH| 20.50000 164.00| 20.46000 163.68| 20.00000 160.00 INSTALL CHEVRONS | | | 0075 2001.00 190.000 CY | 12.25000 2327.50| 20.46000 3887.40| 21.48000 4081.20 GRAVEL SURFACE COURSE | | | 0076 2020.00 369.000 SY | 8.00000 2952.00| 5.12000 1889.28| 15.46000 5704.74 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0077 2021.00 4.000 EACH| 50.00000 200.00| 51.16000 204.64| 50.00000 200.00 MAILBOX POST | | | 0078 4024.74 1.000 EACH| 2000.00000 2000.00| 1995.29000 1995.29| 1950.00000 1950.00 CONCRETE FLUME, TYPE V | | | 0079 4350.15 71.000 LF | 37.00000 2627.00| 37.86000 2688.06| 37.00000 2627.00 15" CORRUGATED METAL PIPE | | | 0080 8022.00 479.000 TON | 103.00000 49337.00| 104.37000 49993.23| 94.00000 45026.00 HYDRATED LIME | | | 0081 8110.50 739.739 STA | 310.00000 229319.09| 332.55000 246000.20| 324.60000 240119.28 HYDRATED LIME SLURRY STABILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -15 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9000.73 300.000 TON | 18.00000 5400.00| 23.17000 6951.00| 15.03000 4509.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.375) | | | 0083 9005.00 200.000 TON | 23.00000 4600.00| 35.23000 7046.00| 39.52000 7904.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | 0084 9005.50 29390.000 TON | 19.25000 565757.50| 22.07000 648637.30| 20.50000 602495.00 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0085 9009.00 7915.000 SY | 1.50000 11872.50| 2.56000 20262.40| 3.34000 26436.10 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0086 9009.75 117.000 SY | 42.00000 4914.00| 61.39000 7182.63| 70.34000 8229.78 TEMPORARY SURFACING | | | 0087 9020.91 16.200 TON | 175.00000 2835.00| 177.63000 2877.61| 174.00000 2818.80 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0088 9021.01 1597.860 TON | 175.00000 279625.50| 177.63000 283827.87| 174.00000 278027.64 PERFORMANCE GRADED BINDER (64-22) | | | 0089 9030.00 474.000 LF | 3.50000 1659.00| 3.73000 1768.02| 6.06000 2872.44 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0090 9034.00 165.000 SY | 3.00000 495.00| 2.05000 338.25| 4.49000 740.85 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0091 9052.15 116774.000 GAL | 1.10000 128451.40| 1.12000 130786.88| 0.96000 112103.04 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0092 9053.00 39630.000 GAL | 1.13000 44781.90| 0.83000 32892.90| 0.56000 22192.80 TACK COAT | | | 0093 9111.00 372.000 MGAL| 9.50000 3534.00| 10.23000 3805.56| 14.67000 5457.24 WATER | | | 0094 9170.00 1486.803 STA | 46.00000 68392.94| 46.05000 68467.28| 45.00000 66906.14 EARTH SHOULDER CONSTRUCTION | | | 0095 9173.20 1500.000 SY | 2.50000 3750.00| 2.05000 3075.00| 2.19000 3285.00 SUBGRADE PREPARATION | | | 0096 9188.50 13009.000 SY | 13.55000 176271.95| 14.07000 183036.63| 22.12000 287759.08 SURFACING UNDER GUARDRAIL | | | 0097 9300.52 13.920 LS | 7000.00000 7000.00| 4604.52000 4604.52| 2994.57000 2994.57 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,702,977.50| $ 1,832,723.75| $ 1,851,908.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F11 -16 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4988X COUNTIES : BUFFALO LETTING DATE : 10/09/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 1661 |( 6 ) 2853 |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 0001.08 75192.000 BDAY| 0.50000 37596.00| 0.50000 37596.00| 0.50000 37596.00 BARRICADE, TYPE II | | | 0099 0001.10 5656.000 BDAY| 1.30000 7352.80| 1.28000 7239.68| 1.25000 7070.00 BARRICADE, TYPE III | | | 0100 0001.75 828.000 EACH| 5.65000 4678.20| 1.02000 844.56| 2.00000 1656.00 TEMPORARY SIGN DAY | | | 0101 0001.90 28084.000 EACH| 0.31000 8706.04| 0.31000 8706.04| 0.30000 8425.20 SIGN DAY | | | 0102 0002.30 1150.000 LF | 0.45000 517.50| 0.46000 529.00| 0.45000 517.50 PAVEMENT MARKING REMOVAL | | | 0103 0002.39 5050.000 LF | 0.80000 4040.00| 0.82000 4141.00| 0.80000 4040.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0104 0002.47 2800.000 LF | 1.00000 2800.00| 1.02000 2856.00| 1.00000 2800.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0105 0003.10 154.000 DAY | 275.00000 42350.00| 178.27000 27453.58| 277.37000 42714.98 FLAGGING | | | 0106 0003.20 50.000 DAY | 375.00000 18750.00| 257.81000 12890.50| 406.78000 20339.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0107 0003.51 480.000 LF | 14.00000 6720.00| 14.33000 6878.40| 14.00000 6720.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0108 0003.56 480.000 LF | 4.00000 1920.00| 4.09000 1963.20| 4.00000 1920.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0109 0010.04 1.000 EACH| 3000.00000 3000.00| 2046.45000 2046.45| 1649.39000 1649.39 FIELD OFFICE | | | 0110 0030.00 LUMP| 11000.00000 11000.00| 12132.98000 12132.98| 2342.48000 2342.48 MOBILIZATION | | | 0111 9110.01 115.000 HOUR| 60.00000 6900.00| 59.70000 6865.50| 67.66000 7780.90 RENTAL OF LOADER, FULLY OPERATED | | | 0112 9110.02 70.000 HOUR| 60.00000 4200.00| 51.72000 3620.40| 60.29000 4220.30 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0113 9110.03 115.000 HOUR| 45.00000 5175.00| 46.90000 5393.50| 46.98000 5402.70 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0114 9110.06 45.000 HOUR| 50.00000 2250.00| 56.89000 2560.05| 79.77000 3589.65 RENTAL OF BACKHOE, FULLY OPERATED | | | 0115 9110.07 115.000 HOUR| 35.00000 4025.00| 39.30000 4519.50| 46.27000 5321.05 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 171,980.54| $ 148,236.34| $ 164,105.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,622,864.49| $ 2,719,296.07| $ 2,755,467.61 ====================================================================================================================================
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