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06/30/2003
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June 26, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : 2 VENDOR RANKING CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 DISTRICT : 8 CONTRACT DESCRIPTION : PROJECT(S) : S-137-4(1005) N-137, NEWPORT NORTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 2,559,569.32 100.0000% 2 2252 PAULSEN, INC. $ 2,592,169.03 101.2736% 3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,721,400.95 106.3226% 4 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,724,784.21 106.4548% 5 0574 CONSTRUCTORS, INC. $ 2,774,136.03 108.3829% NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -3 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 4 CULVERTS | | | 0001 0030.40 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2650.00000 2650.00 MOBILIZATION | | | 0002 1043.50 26.000 SY | 5.00000 130.00| 4.00000 104.00| 3.20000 83.20 RIPRAP FILTER FABRIC | | | 0003 4050.01 385.000 CY | 25.00000 9625.00| 14.00000 5390.00| 13.50000 5197.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0004 4100.06 0.800 CY | 1500.00000 1200.00| 1000.00000 800.00| 1040.00000 832.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0005 4150.00 94.000 LB | 3.00000 282.00| 2.00000 188.00| 1.71000 160.74 REINFORCING STEEL FOR HEADWALL | | | 0006 4310.24 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 230.00000 460.00 24" FLARED-END SECTION | | | 0007 6105.02 18.000 TON | 70.00000 1260.00| 60.00000 1080.00| 58.00000 1044.00 ROCK RIPRAP, TYPE B | | | 0008 P402.24 437.000 LF | 35.00000 15295.00| 34.00000 14858.00| 31.00000 13547.00 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 31,292.00| $ 25,420.00| $ 23,974.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 1017+80.80 2-100' & 2-80' SPANS WELDED PLATE GIRDER BRIDGE | | | 0009 0030.60 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION | | | 0010 6007.01 1455.000 SY | 22.00000 32010.00| 22.00000 32010.00| 22.00000 32010.00 CLASS I REPAIR | | | 0011 6007.02 210.000 SY | 45.00000 9450.00| 45.00000 9450.00| 45.00000 9450.00 CLASS II REPAIR | | | 0012 6007.03 5.000 SY | 257.00000 1285.00| 257.00000 1285.00| 257.00000 1285.00 CLASS III REPAIR | | | 0013 6008.40 1455.000 SY | 25.00000 36375.00| 25.00000 36375.00| 25.00000 36375.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0014 6010.26 32.400 CY | 425.00000 13770.00| 425.00000 13770.00| 425.00000 13770.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0015 6016.02 79.800 CY | 380.00000 30324.00| 380.00000 30324.00| 380.00000 30324.00 CONCRETE FOR OVERLAYS-SF | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -4 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 6020.00 4385.000 LB | 1.00000 4385.00| 1.00000 4385.00| 1.00000 4385.00 REINFORCING STEEL FOR BRIDGE | | | 0017 6030.00 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 PREPARATION OF BRIDGE AT STA. 1017+80.8 | | | 0018 6080.00 1640.000 LB | 4.00000 6560.00| 4.00000 6560.00| 4.00000 6560.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | SECTION TOTALS | $ 151,659.00| $ 151,659.00| $ 151,659.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0019 0030.70 LUMP| 1250.00000 1250.00| 500.00000 500.00| 125.00000 125.00 MOBILIZATION | | | 0020 7011.20 575.000 LF | 12.00000 6900.00| 11.00000 6325.00| 12.00000 6900.00 W-BEAM GUARDRAIL | | | 0021 7020.00 4.000 EACH| 1750.00000 7000.00| 2000.00000 8000.00| 1750.00000 7000.00 BRIDGE APPROACH SECTIONS | | | 0022 7024.27 4.000 EACH| 1450.00000 5800.00| 1600.00000 6400.00| 1450.00000 5800.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 20,950.00| $ 21,225.00| $ 19,825.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 9 BITUMINOUS | | | 0023 0002.55 1473.350 STA | 7.00000 10313.45| 6.00000 8840.10| 7.00000 10313.45 OVERLAY BROKEN LINES | | | 0024 0002.60 2946.700 STA | 8.00000 23573.60| 6.00000 17680.20| 7.00000 20626.90 OVERLAY SOLID LINES | | | 0025 0030.90 LUMP| 44000.00000 44000.00| 35000.00000 35000.00| 112200.00000 112200.00 MOBILIZATION | | | 0026 1009.00 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0027 1011.00 473.000 MGAL| 10.00000 4730.00| 8.50000 4020.50| 11.00000 5203.00 WATER | | | 0028 1020.03 43.000 EACH| 12.00000 516.00| 15.00000 645.00| 8.00000 344.00 DELINEATOR, TYPE III | | | 0029 1020.20 16.000 EACH| 20.00000 320.00| 22.00000 352.00| 25.00000 400.00 INSTALL CHEVRONS | | | 0030 1021.10 43.000 EACH| 3.50000 150.50| 4.50000 193.50| 5.00000 215.00 REMOVE DELINEATOR UNITS | | | 0031 1030.00 7705.000 CY | 4.50000 34672.50| 4.50000 34672.50| 5.50000 42377.50 EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -5 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 1040.00 127600.000 SY | 0.33000 42108.00| 0.32000 40832.00| 0.33000 42108.00 SLOPE PROTECTION | | | 0033 1040.06 128.000 TON | 0.70000 89.60| 117.00000 14976.00| 70.00000 8960.00 SLOPE PROTECTION MULCH | | | 0034 1120.00 10.000 EACH| 300.00000 3000.00| 250.00000 2500.00| 450.00000 4500.00 REMOVE DISCHARGE STRUCTURE | | | 0035 2001.00 231.000 CY | 10.50000 2425.50| 17.75000 4100.25| 32.00000 7392.00 GRAVEL SURFACE COURSE | | | 0036 2020.00 96.000 SY | 6.00000 576.00| 3.75000 360.00| 20.00000 1920.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0037 2021.00 11.000 EACH| 50.00000 550.00| 50.00000 550.00| 50.00000 550.00 MAILBOX POST | | | 0038 4004.50 4760.000 LB | 2.75000 13090.00| 1.60000 7616.00| 2.11000 10043.60 CAST IRON GRATE AND FRAME | | | 0039 4024.55 78.000 LF | 55.00000 4290.00| 37.25000 2905.50| 46.00000 3588.00 FLUME SPILLWAY | | | 0040 4024.70 8.000 EACH| 1500.00000 12000.00| 1380.00000 11040.00| 1675.00000 13400.00 CONCRETE FLUME, TYPE I | | | 0041 4105.59 16.930 CY | 850.00000 14390.50| 650.00000 11004.50| 685.00000 11597.05 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0042 4155.50 1216.000 LB | 2.00000 2432.00| 2.12000 2577.92| 1.71000 2079.36 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0043 7017.00 818.000 LF | 1.50000 1227.00| 3.00000 2454.00| 2.50000 2045.00 REMOVE GUARDRAIL | | | 0044 8111.00 20.000 STA | 250.00000 5000.00| 86.00000 1720.00| 77.00000 1540.00 SHOULDER SUBGRADE PREPARATION | | | 0045 9000.75 100.000 TON | 22.28000 2228.00| 23.92000 2392.00| 31.00000 3100.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0046 9005.00 500.000 TON | 32.28000 16140.00| 27.50000 13750.00| 46.00000 23000.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | 0047 9005.50 49930.000 TON | 22.28000 1112440.40| 23.92000 1194325.60| 23.10000 1153383.00 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0048 9009.00 5404.000 SY | 1.50000 8106.00| 1.60000 8646.40| 1.75000 9457.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -6 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 9020.91 5.400 TON | 185.00000 999.00| 195.00000 1053.00| 210.00000 1134.00 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0050 9021.01 3227.520 TON | 185.00000 597091.20| 195.00000 629366.40| 210.00000 677779.20 PERFORMANCE GRADED BINDER (64-22) | | | 0051 9030.00 7327.000 LF | 2.00000 14654.00| 1.80000 13188.60| 2.00000 14654.00 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0052 9053.00 42230.000 GAL | 1.00000 42230.00| 0.85000 35895.50| 0.83000 35050.90 TACK COAT | | | 0053 9170.00 1407.937 STA | 50.00000 70396.85| 36.00000 50685.73| 30.00000 42238.11 EARTH SHOULDER CONSTRUCTION | | | 0054 9173.15 1349.639 STA | 30.00000 40489.17| 38.75000 52298.51| 35.00000 47237.37 TRENCHED WIDENING | | | 0055 9179.23 16.000 STA | 495.00000 7920.00| 385.00000 6160.00| 300.00000 4800.00 COLD MILLING, CLASS 3 | | | 0056 9179.33 10831.000 SY | 1.75000 18954.25| 1.45000 15704.95| 1.13000 12239.03 COLD MILLING, CLASS 3 TYPE A | | | 0057 9188.50 168.000 SY | 20.00000 3360.00| 24.00000 4032.00| 28.63000 4809.84 SURFACING UNDER GUARDRAIL | | | 0058 9300.52 13.870 LS | 7000.00000 7000.00| 4500.00000 4500.00| 4000.00000 4000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0059 L020.09 774.000 SY | 12.00000 9288.00| 10.60000 8204.40| 12.00000 9288.00 EROSION CONTROL, TYPE AAA | | | 0060 L020.10 1196.000 SY | 1.55000 1853.80| 2.12000 2535.52| 1.55000 1853.80 EROSION CONTROL, TYPE HV | | | 0061 L022.25 921.000 LF | 3.50000 3223.50| 3.45000 3177.45| 3.50000 3223.50 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0062 L030.75 9570.000 CY | 7.55000 72253.50| 3.25000 31102.50| 6.92000 66224.40 MANURE TOPDRESSING | | | 0063 P402.15 439.000 LF | 21.00000 9219.00| 37.10000 16286.90| 18.50000 8121.50 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 2,263,301.32| $ 2,300,845.43| $ 2,427,996.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0064 0001.08 37200.000 BDAY| 0.50000 18600.00| 0.50000 18600.00| 0.50000 18600.00 BARRICADE, TYPE II | | | 0065 0001.10 496.000 BDAY| 2.50000 1240.00| 3.50000 1736.00| 2.00000 992.00 BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -7 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 0001.75 630.000 EACH| 6.00000 3780.00| 5.00000 3150.00| 1.00000 630.00 TEMPORARY SIGN DAY | | | 0067 0001.90 6784.000 EACH| 0.50000 3392.00| 0.90000 6105.60| 0.50000 3392.00 SIGN DAY | | | 0068 0002.30 3650.000 LF | 1.00000 3650.00| 1.10000 4015.00| 1.00000 3650.00 PAVEMENT MARKING REMOVAL | | | 0069 0002.39 6600.000 LF | 1.25000 8250.00| 1.35000 8910.00| 1.25000 8250.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0070 0002.76 172600.000 LF | 0.05000 8630.00| 0.05500 9493.00| 0.07000 12082.00 PERMANENT PAVEMENT MARKING PAINT | | | 0071 0003.10 70.000 DAY | 185.00000 12950.00| 175.00000 12250.00| 200.00000 14000.00 FLAGGING | | | 0072 0003.20 35.000 DAY | 285.00000 9975.00| 260.00000 9100.00| 270.00000 9450.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0073 0010.04 1.000 EACH| 1500.00000 1500.00| 1250.00000 1250.00| 7400.00000 7400.00 FIELD OFFICE | | | 0074 0030.10 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 2000.00000 2000.00 MOBILIZATION | | | 0075 9110.01 70.000 HOUR| 65.00000 4550.00| 46.00000 3220.00| 70.00000 4900.00 RENTAL OF LOADER, FULLY OPERATED | | | 0076 9110.02 70.000 HOUR| 60.00000 4200.00| 46.00000 3220.00| 70.00000 4900.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0077 9110.03 70.000 HOUR| 50.00000 3500.00| 40.00000 2800.00| 55.00000 3850.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0078 9110.07 70.000 HOUR| 45.00000 3150.00| 31.00000 2170.00| 55.00000 3850.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 92,367.00| $ 93,019.60| $ 97,946.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,559,569.32| $ 2,592,169.03| $ 2,721,400.95 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -8 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0574 |( ) |WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 4 CULVERTS | | | 0001 0030.40 LUMP| 2600.00000 2600.00| 2500.00000 2500.00| MOBILIZATION | | | 0002 1043.50 26.000 SY | 3.55000 92.30| 5.00000 130.00| RIPRAP FILTER FABRIC | | | 0003 4050.01 385.000 CY | 12.25000 4716.25| 25.00000 9625.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0004 4100.06 0.800 CY | 1125.00000 900.00| 1500.00000 1200.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0005 4150.00 94.000 LB | 1.65000 155.10| 3.00000 282.00| REINFORCING STEEL FOR HEADWALL | | | 0006 4310.24 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| 24" FLARED-END SECTION | | | 0007 6105.02 18.000 TON | 55.00000 990.00| 70.00000 1260.00| ROCK RIPRAP, TYPE B | | | 0008 P402.24 437.000 LF | 30.50000 13328.50| 35.00000 15295.00| 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 23,282.15| $ 31,292.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 1017+80.80 2-100' & 2-80' SPANS WELDED PLATE GIRDER BRIDGE | | | 0009 0030.60 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| MOBILIZATION | | | 0010 6007.01 1455.000 SY | 22.50000 32737.50| 22.00000 32010.00| CLASS I REPAIR | | | 0011 6007.02 210.000 SY | 46.00000 9660.00| 45.00000 9450.00| CLASS II REPAIR | | | 0012 6007.03 5.000 SY | 265.00000 1325.00| 260.00000 1300.00| CLASS III REPAIR | | | 0013 6008.40 1455.000 SY | 25.50000 37102.50| 25.00000 36375.00| PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0014 6010.26 32.400 CY | 435.00000 14094.00| 427.00000 13834.80| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0015 6016.02 79.800 CY | 390.00000 31122.00| 382.00000 30483.60| CONCRETE FOR OVERLAYS-SF | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -9 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0574 |( ) |WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 6020.00 4385.000 LB | 1.00000 4385.00| 1.00000 4385.00| REINFORCING STEEL FOR BRIDGE | | | 0017 6030.00 1.000 EACH| 2550.00000 2550.00| 2500.00000 2500.00| PREPARATION OF BRIDGE AT STA. 1017+80.8 | | | 0018 6080.00 1640.000 LB | 4.10000 6724.00| 4.00000 6560.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | SECTION TOTALS | $ 155,700.00| $ 151,898.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0019 0030.70 LUMP| 1275.00000 1275.00| 1255.00000 1255.00| MOBILIZATION | | | 0020 7011.20 575.000 LF | 12.30000 7072.50| 12.00000 6900.00| W-BEAM GUARDRAIL | | | 0021 7020.00 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| BRIDGE APPROACH SECTIONS | | | 0022 7024.27 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 21,547.50| $ 21,355.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 9 BITUMINOUS | | | 0023 0002.55 1473.350 STA | 6.50000 9576.78| 6.00000 8840.10| OVERLAY BROKEN LINES | | | 0024 0002.60 2946.700 STA | 6.50000 19153.55| 6.00000 17680.20| OVERLAY SOLID LINES | | | 0025 0030.90 LUMP| 50000.00000 50000.00| 91000.00000 91000.00| MOBILIZATION | | | 0026 1009.00 LUMP| 6100.00000 6100.00| 6000.00000 6000.00| GENERAL CLEARING AND GRUBBING | | | 0027 1011.00 473.000 MGAL| 10.00000 4730.00| 2.60000 1229.80| WATER | | | 0028 1020.03 43.000 EACH| 16.50000 709.50| 15.00000 645.00| DELINEATOR, TYPE III | | | 0029 1020.20 16.000 EACH| 25.00000 400.00| 25.00000 400.00| INSTALL CHEVRONS | | | 0030 1021.10 43.000 EACH| 3.50000 150.50| 13.50000 580.50| REMOVE DELINEATOR UNITS | | | 0031 1030.00 7705.000 CY | 4.55000 35057.75| 4.50000 34672.50| EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -10 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0574 |( ) |WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 1040.00 127600.000 SY | 0.31000 39556.00| 0.33000 42108.00| SLOPE PROTECTION | | | 0033 1040.06 128.000 TON | 112.00000 14336.00| 70.00000 8960.00| SLOPE PROTECTION MULCH | | | 0034 1120.00 10.000 EACH| 300.00000 3000.00| 500.00000 5000.00| REMOVE DISCHARGE STRUCTURE | | | 0035 2001.00 231.000 CY | 10.75000 2483.25| 12.00000 2772.00| GRAVEL SURFACE COURSE | | | 0036 2020.00 96.000 SY | 6.00000 576.00| 6.70000 643.20| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0037 2021.00 11.000 EACH| 50.00000 550.00| 50.00000 550.00| MAILBOX POST | | | 0038 4004.50 4760.000 LB | 1.55000 7378.00| 2.80000 13328.00| CAST IRON GRATE AND FRAME | | | 0039 4024.55 78.000 LF | 35.00000 2730.00| 55.00000 4290.00| FLUME SPILLWAY | | | 0040 4024.70 8.000 EACH| 1325.00000 10600.00| 1500.00000 12000.00| CONCRETE FLUME, TYPE I | | | 0041 4105.59 16.930 CY | 615.00000 10411.95| 855.00000 14475.15| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0042 4155.50 1216.000 LB | 2.05000 2492.80| 2.00000 2432.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0043 7017.00 818.000 LF | 1.50000 1227.00| 1.50000 1227.00| REMOVE GUARDRAIL | | | 0044 8111.00 20.000 STA | 250.00000 5000.00| 250.00000 5000.00| SHOULDER SUBGRADE PREPARATION | | | 0045 9000.75 100.000 TON | 24.00000 2400.00| 32.00000 3200.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0046 9005.00 500.000 TON | 29.75000 14875.00| 59.00000 29500.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | 0047 9005.50 49930.000 TON | 25.00000 1248250.00| 24.60000 1228278.00| ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0048 9009.00 5404.000 SY | 3.00000 16212.00| 3.30000 17833.20| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -11 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0574 |( ) |WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 9020.91 5.400 TON | 185.00000 999.00| 191.50000 1034.10| PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0050 9021.01 3227.520 TON | 185.00000 597091.20| 191.50000 618070.08| PERFORMANCE GRADED BINDER (64-22) | | | 0051 9030.00 7327.000 LF | 1.75000 12822.25| 2.00000 14654.00| CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0052 9053.00 42230.000 GAL | 1.15000 48564.50| 0.85000 35895.50| TACK COAT | | | 0053 9170.00 1407.937 STA | 50.00000 70396.85| 50.00000 70396.85| EARTH SHOULDER CONSTRUCTION | | | 0054 9173.15 1349.639 STA | 40.50000 54660.38| 50.00000 67481.95| TRENCHED WIDENING | | | 0055 9179.23 16.000 STA | 370.00000 5920.00| 360.00000 5760.00| COLD MILLING, CLASS 3 | | | 0056 9179.33 10831.000 SY | 1.00000 10831.00| 1.40000 15163.40| COLD MILLING, CLASS 3 TYPE A | | | 0057 9188.50 168.000 SY | 28.00000 4704.00| 20.00000 3360.00| SURFACING UNDER GUARDRAIL | | | 0058 9300.52 13.870 LS | 6500.00000 6500.00| 6500.00000 6500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0059 L020.09 774.000 SY | 10.00000 7740.00| 12.00000 9288.00| EROSION CONTROL, TYPE AAA | | | 0060 L020.10 1196.000 SY | 2.05000 2451.80| 1.60000 1913.60| EROSION CONTROL, TYPE HV | | | 0061 L022.25 921.000 LF | 3.30000 3039.30| 3.50000 3223.50| FABRIC SILT FENCE, TYPE COIR FIBER | | | 0062 L030.75 9570.000 CY | 7.60000 72732.00| 7.60000 72732.00| MANURE TOPDRESSING | | | 0063 P402.15 439.000 LF | 35.00000 15365.00| 21.00000 9219.00| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 2,421,773.36| $ 2,487,336.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0064 0001.08 37200.000 BDAY| 0.50000 18600.00| 0.50000 18600.00| BARRICADE, TYPE II | | | 0065 0001.10 496.000 BDAY| 4.00000 1984.00| 2.00000 992.00| BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N27 -12 TABULATION OF BIDS CALL ORDER : N27 CONTRACT ID : 8531 COUNTIES : KEYA PAHA ROCK LETTING DATE : 06/26/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0574 |( ) |WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 0001.75 630.000 EACH| 5.50000 3465.00| 1.00000 630.00| TEMPORARY SIGN DAY | | | 0067 0001.90 6784.000 EACH| 0.80000 5427.20| 0.50000 3392.00| SIGN DAY | | | 0068 0002.30 3650.000 LF | 1.10000 4015.00| 1.00000 3650.00| PAVEMENT MARKING REMOVAL | | | 0069 0002.39 6600.000 LF | 1.10000 7260.00| 1.00000 6600.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0070 0002.76 172600.000 LF | 0.05000 8630.00| 0.05000 8630.00| PERMANENT PAVEMENT MARKING PAINT | | | 0071 0003.10 70.000 DAY | 250.00000 17500.00| 200.00000 14000.00| FLAGGING | | | 0072 0003.20 35.000 DAY | 350.00000 12250.00| 250.00000 8750.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0073 0010.04 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| FIELD OFFICE | | | 0074 0030.10 LUMP| 6500.00000 6500.00| 100.00000 100.00| MOBILIZATION | | | 0075 9110.01 70.000 HOUR| 65.00000 4550.00| 57.00000 3990.00| RENTAL OF LOADER, FULLY OPERATED | | | 0076 9110.02 70.000 HOUR| 65.00000 4550.00| 72.00000 5040.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0077 9110.03 70.000 HOUR| 40.00000 2800.00| 47.00000 3290.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0078 9110.07 70.000 HOUR| 35.00000 2450.00| 37.00000 2590.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 102,481.20| $ 82,254.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,724,784.21| $ 2,774,136.03| $ ====================================================================================================================================
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