| Back to Bid Tabs |
Last Updated:
11/17/2003
|
|
November 13, 2003
Contract Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-30-1(121) ON US-30, SIDNEY - LODGEPOLE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 3,337,580.24 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 3,414,013.73 102.2901% 3 0875 BROWER CONSTRUCTION CO. $ 3,656,153.83 109.5450% 4 0477 WESTERN ENGINEERING COMPANY, INC. $ 4,300,650.83 128.8554% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -3 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 7000.00000 7000.00| 12477.10000 12477.10| 3000.00000 3000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 625.000 MGAL| 8.00000 5000.00| 8.00000 5000.00| 8.00000 5000.00 WATER | | | 0004 1012.00 4.000 EACH| 150.00000 600.00| 80.00000 320.00| 200.00000 800.00 RIGHT-OF-WAY MARKERS | | | 0005 1021.10 15.000 EACH| 4.00000 60.00| 17.09000 256.35| 15.00000 225.00 REMOVE DELINEATOR UNITS | | | 0006 1030.00 24978.000 CY | 4.75000 118645.50| 7.12000 177843.36| 5.84000 145871.52 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 2560.000 SY | 3.50000 8960.00| 2.27000 5811.20| 4.41000 11289.60 REMOVE ASPHALT SURFACE | | | 0008 1106.00 1723.000 SY | 5.50000 9476.50| 3.47000 5978.81| 7.00000 12061.00 REMOVE DRIVEWAY | | | 0009 7017.50 3331.250 LF | 3.00000 9993.75| 2.13000 7095.56| 2.00000 6662.50 REMOVE & SALVAGE GUARDRAIL | | | 0010 L020.00 6440.000 SY | 1.50000 9660.00| 1.50000 9660.00| 1.61000 10368.40 EROSION CONTROL | | | 0011 L020.09 254.000 SY | 14.00000 3556.00| 14.00000 3556.00| 19.00000 4826.00 EROSION CONTROL, TYPE AAA | | | 0012 L021.00 18.000 BALE| 20.00000 360.00| 20.00000 360.00| 22.00000 396.00 EROSION CHECKS | | | 0013 L022.11 11641.000 LF | 1.75000 20371.75| 1.75000 20371.75| 2.89000 33642.49 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 199,683.50| $ 251,730.13| $ 239,142.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0014 0030.40 LUMP| 3200.00000 3200.00| 3500.00000 3500.00| 3500.00000 3500.00 MOBILIZATION | | | 0015 1119.00 1.000 EACH| 125.00000 125.00| 250.00000 250.00| 250.00000 250.00 REMOVE INLET | | | 0016 4004.50 425.000 LB | 2.00000 850.00| 4.20000 1785.00| 4.20000 1785.00 CAST IRON GRATE AND FRAME | | | 0017 4041.00 1.000 EACH| 750.00000 750.00| 1000.00000 1000.00| 1000.00000 1000.00 CULVERT CLEANOUT AT STA. 919+92.93 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -4 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.00 1.000 EACH| 1600.00000 1600.00| 1800.00000 1800.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 135+04 | | | 89 | | | 0019 4044.01 1.000 EACH| 1500.00000 1500.00| 1800.00000 1800.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 648+57 | | | 81 | | | 0020 4051.01 50.000 CY | 15.00000 750.00| 15.00000 750.00| 15.00000 750.00 EXCAVATION FOR BOX CULVERTS | | | 0021 4101.06 63.370 CY | 333.00000 21102.21| 270.00000 17109.90| 270.00000 17109.90 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0022 4105.59 1.600 CY | 525.00000 840.00| 700.00000 1120.00| 700.00000 1120.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0023 4151.00 6416.000 LB | 0.56000 3592.96| 0.70000 4491.20| 0.70000 4491.20 REINFORCING STEEL FOR BOX CULVERT | | | 0024 4155.50 85.000 LB | 1.00000 85.00| 0.70000 59.50| 0.70000 59.50 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0025 4360.24 1.000 EACH| 235.00000 235.00| 252.00000 252.00| 252.00000 252.00 24" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 34,630.17| $ 33,917.60| $ 33,917.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 95+42 TWIN 12' X 5' REINFORCED CONCRETE BOX CULVERT | | | 0026 0030.40 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION | | | 0027 4044.02 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 95+42 | | | 0028 4051.01 81.000 CY | 13.00000 1053.00| 15.00000 1215.00| 15.00000 1215.00 EXCAVATION FOR BOX CULVERTS | | | 0029 4101.06 53.370 CY | 328.00000 17505.36| 270.00000 14409.90| 270.00000 14409.90 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0030 4151.00 5692.000 LB | 0.60000 3415.20| 0.70000 3984.40| 0.70000 3984.40 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 25,273.56| $ 23,409.30| $ 23,409.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 372+16.86 TWIN 10' X 4' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -5 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 0030.40 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION | | | 0032 4044.03 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 372+16 | | | 86 | | | 0033 4051.01 80.000 CY | 13.00000 1040.00| 15.00000 1200.00| 15.00000 1200.00 EXCAVATION FOR BOX CULVERTS | | | 0034 4101.06 39.570 CY | 338.00000 13374.66| 270.00000 10683.90| 270.00000 10683.90 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0035 4151.00 4062.000 LB | 0.60000 2437.20| 0.70000 2843.40| 0.70000 2843.40 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 20,151.86| $ 18,727.30| $ 18,727.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CULVERT AT STA. 527+38.74 TWIN 10' X 4' REINFORCED CONCRETE BOX CULVERT | | | 0036 0030.40 LUMP| 500.00000 500.00| 1800.00000 1800.00| 1800.00000 1800.00 MOBILIZATION | | | 0037 4044.04 1.000 EACH| 1600.00000 1600.00| 2000.00000 2000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 527+38 | | | 74 | | | 0038 4051.01 36.000 CY | 13.00000 468.00| 15.00000 540.00| 15.00000 540.00 EXCAVATION FOR BOX CULVERTS | | | 0039 4101.06 41.280 CY | 338.00000 13952.64| 270.00000 11145.60| 270.00000 11145.60 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0040 4151.00 4258.000 LB | 0.60000 2554.80| 0.70000 2980.60| 0.70000 2980.60 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 19,075.44| $ 18,466.20| $ 18,466.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4D CULVERT AT STA. 759+63.76 TWIN 12' X 4' REINFORCED CONCRETE BOX CULVERT | | | 0041 0030.40 LUMP| 950.00000 950.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION | | | 0042 4044.05 1.000 EACH| 1650.00000 1650.00| 2200.00000 2200.00| 2200.00000 2200.00 PREPARATION OF STRUCTURE AT STA. 759+63 | | | 76 | | | 0043 4051.01 42.000 CY | 13.00000 546.00| 15.00000 630.00| 15.00000 630.00 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -6 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 4101.06 52.450 CY | 328.00000 17203.60| 270.00000 14161.50| 270.00000 14161.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0045 4151.00 5927.000 LB | 0.60000 3556.20| 0.70000 4148.90| 0.70000 4148.90 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 23,905.80| $ 23,140.40| $ 23,140.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 5 SEEDING | | | 0046 0030.50 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 MOBILIZATION | | | 0047 L001.01 7.000 ACRE| 510.00000 3570.00| 510.00000 3570.00| 577.00000 4039.00 SEEDING, TYPE A | | | 0048 L001.02 46.000 ACRE| 225.00000 10350.00| 225.00000 10350.00| 518.00000 23828.00 SEEDING, TYPE B | | | 0049 L032.75 120.000 TON | 145.00000 17400.00| 145.00000 17400.00| 75.00000 9000.00 MULCH | | | SECTION TOTALS | $ 32,320.00| $ 32,320.00| $ 38,367.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6 BRIDGE AT STA. 219+97.98 1-24' SPAN, DECK STEEL GIRDER BRIDGE | | | 0050 0030.60 LUMP| 800.00000 800.00| 1250.00000 1250.00| 1000.00000 1000.00 MOBILIZATION | | | 0051 6010.26 7.100 CY | 610.00000 4331.00| 1500.00000 10650.00| 290.00000 2059.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0052 6020.00 650.000 LB | 1.18000 767.00| 1.10000 715.00| 0.70000 455.00 REINFORCING STEEL FOR BRIDGE | | | 0053 6030.00 1.000 EACH| 2200.00000 2200.00| 1000.00000 1000.00| 6000.00000 6000.00 PREPARATION OF BRIDGE AT STA. 219+97.98 | | | SECTION TOTALS | $ 8,098.00| $ 13,615.00| $ 9,514.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6A BRIDGE AT STA. 705+11 3-16' SPANS, CONCRETE SLAB BRIDGE | | | 0054 0030.60 LUMP| 800.00000 800.00| 1250.00000 1250.00| 2000.00000 2000.00 MOBILIZATION | | | 0055 1043.50 132.000 SY | 2.40000 316.80| 3.55000 468.60| 8.00000 1056.00 RIPRAP FILTER FABRIC | | | 0056 6010.26 14.300 CY | 560.00000 8008.00| 525.00000 7507.50| 290.00000 4147.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -7 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 6020.00 1310.000 LB | 1.12000 1467.20| 1.10000 1441.00| 0.70000 917.00 REINFORCING STEEL FOR BRIDGE | | | 0058 6030.01 1.000 EACH| 3300.00000 3300.00| 2000.00000 2000.00| 12000.00000 12000.00 PREPARATION OF BRIDGE AT STA. 705+11 | | | 0059 6105.02 96.000 TON | 50.00000 4800.00| 38.60000 3705.60| 35.00000 3360.00 ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 18,692.00| $ 16,372.70| $ 23,480.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6B BRIDGE AT STA. 889+40.77 5-16' SPANS, CONCRETE SLAB BRIDGE | | | 0060 0030.60 LUMP| 800.00000 800.00| 1250.00000 1250.00| 2000.00000 2000.00 MOBILIZATION | | | 0061 6010.26 23.700 CY | 505.00000 11968.50| 525.00000 12442.50| 290.00000 6873.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 1985.000 LB | 0.98000 1945.30| 1.10000 2183.50| 0.70000 1389.50 REINFORCING STEEL FOR BRIDGE | | | 0063 6030.02 1.000 EACH| 4200.00000 4200.00| 3250.00000 3250.00| 18000.00000 18000.00 PREPARATION OF BRIDGE AT STA. 889+40.77 | | | SECTION TOTALS | $ 18,913.80| $ 19,126.00| $ 28,262.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1600.00000 1600.00 MOBILIZATION | | | 0065 6010.26 3.600 CY | 1500.00000 5400.00| 1500.00000 5400.00| 1200.00000 4320.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0066 6020.00 640.000 LB | 3.05000 1952.00| 3.05000 1952.00| 2.00000 1280.00 REINFORCING STEEL FOR BRIDGE | | | 0067 7011.20 643.750 LF | 12.69000 8169.19| 12.69000 8169.19| 12.00000 7725.00 W-BEAM GUARDRAIL | | | 0068 7020.00 16.000 EACH| 1581.00000 25296.00| 1581.00000 25296.00| 1850.00000 29600.00 BRIDGE APPROACH SECTIONS | | | 0069 7024.27 16.000 EACH| 1523.00000 24368.00| 1523.00000 24368.00| 1650.00000 26400.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 67,685.19| $ 67,685.19| $ 70,925.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 9 BITUMINOUS | | | 0070 0030.90 LUMP| 156500.00000 156500.00| 77575.40000 77575.40| 190888.62000 190888.62 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -8 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 2001.00 340.000 CY | 15.00000 5100.00| 14.15000 4811.00| 19.25000 6545.00 GRAVEL SURFACE COURSE | | | 0072 2020.00 809.000 SY | 6.50000 5258.50| 6.35000 5137.15| 5.50000 4449.50 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0073 2021.00 19.000 EACH| 50.00000 950.00| 69.87000 1327.53| 50.00000 950.00 MAILBOX POST | | | 0074 8022.00 700.000 TON | 90.00000 63000.00| 88.57000 61999.00| 90.00000 63000.00 HYDRATED LIME | | | 0075 8110.50 814.992 STA | 312.00000 254277.50| 312.00000 254277.50| 312.00000 254277.50 HYDRATED LIME SLURRY STABILIZATION | | | 0076 9000.75 200.000 TON | 21.98000 4396.00| 20.99000 4198.00| 24.11000 4822.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0077 9005.00 300.000 TON | 31.98000 9594.00| 33.78000 10134.00| 49.36000 14808.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0078 9005.44 48670.000 TON | 21.98000 1069766.60| 21.26000 1034724.20| 23.95000 1165646.50 ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0079 9009.00 7966.000 SY | 2.00000 15932.00| 2.93000 23340.38| 2.00000 15932.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0080 9020.94 12.800 TON | 210.00000 2688.00| 273.66000 3502.85| 239.37000 3063.94 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0081 9021.08 3134.080 TON | 210.00000 658156.80| 273.67000 857703.67| 239.37000 750204.73 PERFORMANCE GRADED BINDER (64-28) | | | 0082 9034.00 1877.000 SY | 2.50000 4692.50| 2.44000 4579.88| 2.00000 3754.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0083 9052.15 171525.000 GAL | 1.03000 176670.75| 1.03000 176670.75| 1.03000 176670.75 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0084 9053.00 52410.000 GAL | 1.00000 52410.00| 0.48000 25156.80| 0.85000 44548.50 TACK COAT | | | 0085 9111.00 428.000 MGAL| 9.00000 3852.00| 9.24000 3954.72| 16.00000 6848.00 WATER | | | 0086 9170.00 1664.902 STA | 40.00000 66596.08| 34.79000 57921.94| 91.37000 152122.10 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -9 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 9173.15 1591.582 STA | 20.00000 31831.64| 20.00000 31831.64| 20.00000 31831.64 TRENCHED WIDENING | | | 0088 9173.20 3982.000 SY | 2.50000 9955.00| 1.42000 5654.44| 1.25000 4977.50 SUBGRADE PREPARATION | | | 0089 9179.25 21.000 STA | 1400.00000 29400.00| 970.00000 20370.00| 1399.24000 29384.04 COLD MILLING, CLASS 5 | | | 0090 9188.50 1372.000 SY | 20.00000 27440.00| 22.30000 30595.60| 19.00000 26068.00 SURFACING UNDER GUARDRAIL | | | 0091 9300.52 15.789 LS | 8000.00000 8000.00| 3053.53000 3053.53| 4000.00000 4000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 2,656,467.37| $ 2,698,519.98| $ 2,954,792.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 19420.000 BDAY| 0.50000 9710.00| 0.50000 9710.00| 0.50000 9710.00 BARRICADE, TYPE II | | | 0093 0001.10 4128.000 BDAY| 2.50000 10320.00| 1.50000 6192.00| 0.90000 3715.20 BARRICADE, TYPE III | | | 0094 0001.75 1460.000 EACH| 2.00000 2920.00| 0.50000 730.00| 0.50000 730.00 TEMPORARY SIGN DAY | | | 0095 0001.90 20614.000 EACH| 0.70000 14429.80| 0.70000 14429.80| 0.50000 10307.00 SIGN DAY | | | 0096 0002.55 2501.250 STA | 7.00000 17508.75| 6.00000 15007.50| 6.00000 15007.50 OVERLAY BROKEN LINES | | | 0097 0002.60 5002.500 STA | 8.00000 40020.00| 6.00000 30015.00| 6.00000 30015.00 OVERLAY SOLID LINES | | | 0098 0003.10 210.000 DAY | 195.00000 40950.00| 251.83000 52884.30| 200.00000 42000.00 FLAGGING | | | 0099 0003.20 65.000 DAY | 295.00000 19175.00| 321.82000 20918.30| 275.00000 17875.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0100 0010.04 1.000 EACH| 1500.00000 1500.00| 1662.78000 1662.78| 2500.00000 2500.00 FIELD OFFICE | | | 0101 0030.00 LUMP| 10000.00000 10000.00| 2378.75000 2378.75| 500.00000 500.00 MOBILIZATION | | | 0102 9110.01 190.000 HOUR| 65.00000 12350.00| 62.74000 11920.60| 65.00000 12350.00 RENTAL OF LOADER, FULLY OPERATED | | | 0103 9110.02 80.000 HOUR| 70.00000 5600.00| 59.87000 4789.60| 65.00000 5200.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0104 9110.03 190.000 HOUR| 55.00000 10450.00| 48.02000 9123.80| 50.00000 9500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -10 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2853 |( 3 ) 0875 |WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 9110.06 110.000 HOUR| 75.00000 8250.00| 71.37000 7850.70| 55.00000 6050.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0106 9110.07 190.000 HOUR| 50.00000 9500.00| 49.32000 9370.80| 45.00000 8550.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 212,683.55| $ 196,983.93| $ 174,009.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,337,580.24| $ 3,414,013.73| $ 3,656,153.83 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -11 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 7000.00000 7000.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 6000.00000 6000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 625.000 MGAL| 8.00000 5000.00| | WATER | | | 0004 1012.00 4.000 EACH| 150.00000 600.00| | RIGHT-OF-WAY MARKERS | | | 0005 1021.10 15.000 EACH| 4.00000 60.00| | REMOVE DELINEATOR UNITS | | | 0006 1030.00 24978.000 CY | 4.80000 119894.40| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 2560.000 SY | 3.50000 8960.00| | REMOVE ASPHALT SURFACE | | | 0008 1106.00 1723.000 SY | 5.50000 9476.50| | REMOVE DRIVEWAY | | | 0009 7017.50 3331.250 LF | 6.00000 19987.50| | REMOVE & SALVAGE GUARDRAIL | | | 0010 L020.00 6440.000 SY | 1.75000 11270.00| | EROSION CONTROL | | | 0011 L020.09 254.000 SY | 13.00000 3302.00| | EROSION CONTROL, TYPE AAA | | | 0012 L021.00 18.000 BALE| 25.00000 450.00| | EROSION CHECKS | | | 0013 L022.11 11641.000 LF | 3.00000 34923.00| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 226,923.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0014 0030.40 LUMP| 5500.00000 5500.00| | MOBILIZATION | | | 0015 1119.00 1.000 EACH| 1000.00000 1000.00| | REMOVE INLET | | | 0016 4004.50 425.000 LB | 1.00000 425.00| | CAST IRON GRATE AND FRAME | | | 0017 4041.00 1.000 EACH| 1500.00000 1500.00| | CULVERT CLEANOUT AT STA. 919+92.93 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -12 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.00 1.000 EACH| 3000.00000 3000.00| | PREPARATION OF STRUCTURE AT STA. 135+04 | | | 89 | | | 0019 4044.01 1.000 EACH| 3000.00000 3000.00| | PREPARATION OF STRUCTURE AT STA. 648+57 | | | 81 | | | 0020 4051.01 50.000 CY | 20.00000 1000.00| | EXCAVATION FOR BOX CULVERTS | | | 0021 4101.06 63.370 CY | 300.00000 19011.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0022 4105.59 1.600 CY | 500.00000 800.00| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0023 4151.00 6416.000 LB | 0.60000 3849.60| | REINFORCING STEEL FOR BOX CULVERT | | | 0024 4155.50 85.000 LB | 1.00000 85.00| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0025 4360.24 1.000 EACH| 500.00000 500.00| | 24" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 39,670.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 95+42 TWIN 12' X 5' REINFORCED CONCRETE BOX CULVERT | | | 0026 0030.40 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0027 4044.02 1.000 EACH| 2000.00000 2000.00| | PREPARATION OF STRUCTURE AT STA. 95+42 | | | 0028 4051.01 81.000 CY | 20.00000 1620.00| | EXCAVATION FOR BOX CULVERTS | | | 0029 4101.06 53.370 CY | 300.00000 16011.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0030 4151.00 5692.000 LB | 0.60000 3415.20| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 26,546.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 372+16.86 TWIN 10' X 4' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -13 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 0030.40 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0032 4044.03 1.000 EACH| 2000.00000 2000.00| | PREPARATION OF STRUCTURE AT STA. 372+16 | | | 86 | | | 0033 4051.01 80.000 CY | 20.00000 1600.00| | EXCAVATION FOR BOX CULVERTS | | | 0034 4101.06 39.570 CY | 300.00000 11871.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0035 4151.00 4062.000 LB | 0.60000 2437.20| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 21,408.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CULVERT AT STA. 527+38.74 TWIN 10' X 4' REINFORCED CONCRETE BOX CULVERT | | | 0036 0030.40 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0037 4044.04 1.000 EACH| 2000.00000 2000.00| | PREPARATION OF STRUCTURE AT STA. 527+38 | | | 74 | | | 0038 4051.01 36.000 CY | 20.00000 720.00| | EXCAVATION FOR BOX CULVERTS | | | 0039 4101.06 41.280 CY | 300.00000 12384.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0040 4151.00 4258.000 LB | 0.60000 2554.80| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 21,158.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4D CULVERT AT STA. 759+63.76 TWIN 12' X 4' REINFORCED CONCRETE BOX CULVERT | | | 0041 0030.40 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0042 4044.05 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF STRUCTURE AT STA. 759+63 | | | 76 | | | 0043 4051.01 42.000 CY | 20.00000 840.00| | EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -14 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 4101.06 52.450 CY | 300.00000 15735.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0045 4151.00 5927.000 LB | 0.60000 3556.20| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 24,631.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 5 SEEDING | | | 0046 0030.50 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0047 L001.01 7.000 ACRE| 650.00000 4550.00| | SEEDING, TYPE A | | | 0048 L001.02 46.000 ACRE| 600.00000 27600.00| | SEEDING, TYPE B | | | 0049 L032.75 120.000 TON | 110.00000 13200.00| | MULCH | | | SECTION TOTALS | $ 50,350.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6 BRIDGE AT STA. 219+97.98 1-24' SPAN, DECK STEEL GIRDER BRIDGE | | | 0050 0030.60 LUMP| 1350.00000 1350.00| | MOBILIZATION | | | 0051 6010.26 7.100 CY | 1500.00000 10650.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0052 6020.00 650.000 LB | 1.10000 715.00| | REINFORCING STEEL FOR BRIDGE | | | 0053 6030.00 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF BRIDGE AT STA. 219+97.98 | | | SECTION TOTALS | $ 13,715.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6A BRIDGE AT STA. 705+11 3-16' SPANS, CONCRETE SLAB BRIDGE | | | 0054 0030.60 LUMP| 1350.00000 1350.00| | MOBILIZATION | | | 0055 1043.50 132.000 SY | 3.55000 468.60| | RIPRAP FILTER FABRIC | | | 0056 6010.26 14.300 CY | 525.00000 7507.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -15 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 6020.00 1310.000 LB | 1.10000 1441.00| | REINFORCING STEEL FOR BRIDGE | | | 0058 6030.01 1.000 EACH| 2000.00000 2000.00| | PREPARATION OF BRIDGE AT STA. 705+11 | | | 0059 6105.02 96.000 TON | 39.00000 3744.00| | ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 16,511.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6B BRIDGE AT STA. 889+40.77 5-16' SPANS, CONCRETE SLAB BRIDGE | | | 0060 0030.60 LUMP| 1350.00000 1350.00| | MOBILIZATION | | | 0061 6010.26 23.700 CY | 525.00000 12442.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 1985.000 LB | 1.10000 2183.50| | REINFORCING STEEL FOR BRIDGE | | | 0063 6030.02 1.000 EACH| 3250.00000 3250.00| | PREPARATION OF BRIDGE AT STA. 889+40.77 | | | SECTION TOTALS | $ 19,226.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 3000.00000 3000.00| | MOBILIZATION | | | 0065 6010.26 3.600 CY | 1500.00000 5400.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0066 6020.00 640.000 LB | 3.05000 1952.00| | REINFORCING STEEL FOR BRIDGE | | | 0067 7011.20 643.750 LF | 1590.00000 1023562.50| | W-BEAM GUARDRAIL | | | 0068 7020.00 16.000 EACH| 1585.00000 25360.00| | BRIDGE APPROACH SECTIONS | | | 0069 7024.27 16.000 EACH| 1525.00000 24400.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 1,083,674.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 9 BITUMINOUS | | | 0070 0030.90 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -16 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 2001.00 340.000 CY | 15.50000 5270.00| | GRAVEL SURFACE COURSE | | | 0072 2020.00 809.000 SY | 4.00000 3236.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0073 2021.00 19.000 EACH| 50.00000 950.00| | MAILBOX POST | | | 0074 8022.00 700.000 TON | 88.00000 61600.00| | HYDRATED LIME | | | 0075 8110.50 814.992 STA | 290.00000 236347.68| | HYDRATED LIME SLURRY STABILIZATION | | | 0076 9000.75 200.000 TON | 20.00000 4000.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0077 9005.00 300.000 TON | 26.50000 7950.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0078 9005.44 48670.000 TON | 21.25000 1034237.50| | ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0079 9009.00 7966.000 SY | 1.50000 11949.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0080 9020.94 12.800 TON | 233.00000 2982.40| | PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0081 9021.08 3134.080 TON | 233.00000 730240.64| | PERFORMANCE GRADED BINDER (64-28) | | | 0082 9034.00 1877.000 SY | 2.25000 4223.25| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0083 9052.15 171525.000 GAL | 0.86000 147511.50| | EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0084 9053.00 52410.000 GAL | 1.15000 60271.50| | TACK COAT | | | 0085 9111.00 428.000 MGAL| 8.50000 3638.00| | WATER | | | 0086 9170.00 1664.902 STA | 45.00000 74920.59| | EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -17 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 9173.15 1591.582 STA | 21.00000 33423.22| | TRENCHED WIDENING | | | 0088 9173.20 3982.000 SY | 1.55000 6172.10| | SUBGRADE PREPARATION | | | 0089 9179.25 21.000 STA | 895.00000 18795.00| | COLD MILLING, CLASS 5 | | | 0090 9188.50 1372.000 SY | 24.00000 32928.00| | SURFACING UNDER GUARDRAIL | | | 0091 9300.52 15.789 LS | 7900.00000 7900.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 2,528,546.38| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 19420.000 BDAY| 0.50000 9710.00| | BARRICADE, TYPE II | | | 0093 0001.10 4128.000 BDAY| 4.00000 16512.00| | BARRICADE, TYPE III | | | 0094 0001.75 1460.000 EACH| 5.00000 7300.00| | TEMPORARY SIGN DAY | | | 0095 0001.90 20614.000 EACH| 0.80000 16491.20| | SIGN DAY | | | 0096 0002.55 2501.250 STA | 7.00000 17508.75| | OVERLAY BROKEN LINES | | | 0097 0002.60 5002.500 STA | 7.00000 35017.50| | OVERLAY SOLID LINES | | | 0098 0003.10 210.000 DAY | 250.00000 52500.00| | FLAGGING | | | 0099 0003.20 65.000 DAY | 350.00000 22750.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0100 0010.04 1.000 EACH| 3000.00000 3000.00| | FIELD OFFICE | | | 0101 0030.00 LUMP| 14000.00000 14000.00| | MOBILIZATION | | | 0102 9110.01 190.000 HOUR| 55.00000 10450.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0103 9110.02 80.000 HOUR| 55.00000 4400.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0104 9110.03 190.000 HOUR| 40.00000 7600.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F18 -18 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 5787 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 9110.06 110.000 HOUR| 40.00000 4400.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0106 9110.07 190.000 HOUR| 35.00000 6650.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 228,289.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,300,650.83| $ 0.00| $ ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.