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11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : 2 VENDOR RANKING CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-L17E(106) JCT. L17E/US-30 IN SUNOL. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0083 WERNER CONSTRUCTION , INC. IS DETERMINED IS DETERMINED TO 0083 BE THE APPARENT LOW BIDDER BECAUSE OF DEPARTMENT TIES -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0477 WESTERN ENGINEERING COMPANY, INC. $ 229,728.08 100.0000% 2 0875 BROWER CONSTRUCTION CO. $ 247,150.26 107.5838% * 3 0083 WERNER CONSTRUCTION, INC. $ 265,133.90 115.4121% 4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 265,940.75 115.7633% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -3 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, 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| 3500.00000 3500.00| 100.00000 100.00| 3000.00000 3000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 800.00000 800.00| 750.00000 750.00| 800.00000 800.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1700.00000 1700.00| 1500.00000 1500.00| 1700.00000 1700.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 2167.000 CY | 5.00000 10835.00| 5.02000 10878.34| 5.00000 10835.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 35.000 MGAL| 8.00000 280.00| 8.00000 280.00| 8.00000 280.00 WATER | | | 0006 1102.00 1224.000 SY | 4.50000 5508.00| 3.81000 4663.44| 4.50000 5508.00 REMOVE ASPHALT SURFACE | | | 0007 1106.00 276.000 SY | 5.50000 1518.00| 9.00000 2484.00| 5.50000 1518.00 REMOVE DRIVEWAY | | | 0008 7017.00 181.250 LF | 3.50000 634.38| 2.00000 362.50| 3.50000 634.38 REMOVE GUARDRAIL | | | SECTION TOTALS | $ 24,775.38| $ 21,018.28| $ 24,275.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0009 0030.40 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 4800.00000 4800.00 MOBILIZATION | | | 0010 4002.00 500.000 LB | 2.00000 1000.00| 1.90000 950.00| 2.00000 1000.00 CAST IRON COVER AND FRAME | | | 0011 4016.00 1.000 EACH| 1685.00000 1685.00| 1410.00000 1410.00| 1685.00000 1685.00 MANHOLE AT STA. 581+79 66'LT. | | | 0012 4040.00 3.000 EACH| 90.00000 270.00| 120.00000 360.00| 90.00000 270.00 REMOVE HEADWALLS FROM CULVERTS | | | 0013 4044.00 1.000 EACH| 1350.00000 1350.00| 1400.00000 1400.00| 1350.00000 1350.00 PREPARATION OF STRUCTURE AT STA. 150+54 | | | 0014 4045.00 1.000 EACH| 4300.00000 4300.00| 7980.00000 7980.00| 4300.00000 4300.00 REMOVE STRUCTURE AT STA. 152+94 | | | 0015 4050.01 328.000 CY | 12.00000 3936.00| 10.00000 3280.00| 12.00000 3936.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4051.01 561.000 CY | 12.00000 6732.00| 12.00000 6732.00| 12.00000 6732.00 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -4 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4101.06 171.290 CY | 310.00000 53099.90| 290.00000 49674.10| 309.00000 52928.61 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0018 4151.00 22333.000 LB | 0.55000 12283.15| 0.60000 13399.80| 0.55000 12283.15 REINFORCING STEEL FOR BOX CULVERT | | | 0019 4310.24 1.000 EACH| 265.00000 265.00| 202.00000 202.00| 265.00000 265.00 24" FLARED-END SECTION | | | 0020 4310.36 4.000 EACH| 385.00000 1540.00| 367.00000 1468.00| 385.00000 1540.00 36" FLARED-END SECTION | | | 0021 4310.48 1.000 EACH| 705.00000 705.00| 637.00000 637.00| 705.00000 705.00 48" FLARED-END SECTION | | | 0022 4320.42 1.000 EACH| 550.00000 550.00| 637.00000 637.00| 550.00000 550.00 42" ROUND EQUIVALENT FLARED-END SECTION | | | 0023 4330.42 1.000 EACH| 1600.00000 1600.00| 2061.00000 2061.00| 1600.00000 1600.00 42" ROUND EQUIVALENT SAFETY SLOPED END | | | SECTION | | | 0024 4670.05 21.000 CY | 105.00000 2205.00| 117.00000 2457.00| 105.00000 2205.00 CULVERT SANDFILL | | | 0025 P300.36 112.000 LF | 42.00000 4704.00| 36.00000 4032.00| 42.00000 4704.00 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0026 P300.48 56.000 LF | 51.00000 2856.00| 51.00000 2856.00| 51.00000 2856.00 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0027 P375.42 70.000 LF | 54.00000 3780.00| 54.00000 3780.00| 54.00000 3780.00 42" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0028 P707.24 56.000 LF | 26.00000 1456.00| 22.00000 1232.00| 26.00000 1456.00 24" STORM SEWER PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 109,317.05| $ 109,547.90| $ 108,945.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0029 0002.55 9.000 STA | 7.00000 63.00| 25.00000 225.00| 30.00000 270.00 OVERLAY BROKEN LINES | | | 0030 0030.90 LUMP| 12500.00000 12500.00| 14140.00000 14140.00| 32500.00000 32500.00 MOBILIZATION | | | 0031 2001.00 5.000 CY | 11.00000 55.00| 19.50000 97.50| 25.00000 125.00 GRAVEL SURFACE COURSE | | | 0032 3012.04 119.000 LF | 7.50000 892.50| 14.03000 1669.57| 25.00000 2975.00 CONCRETE CLASS 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -5 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 3017.40 32.000 SY | 25.00000 800.00| 32.09000 1026.88| 39.00000 1248.00 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0034 3019.24 1.000 EACH| 650.00000 650.00| 970.00000 970.00| 2500.00000 2500.00 CONCRETE CLASS 47B-3500 ISLAND NOSE | | | 0035 7502.04 800.000 LF | 2.50000 2000.00| 2.50000 2000.00| 2.40000 1920.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0036 7503.04 700.000 LF | 2.60000 1820.00| 2.50000 1750.00| 2.50000 1750.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0037 7508.04 36.000 LF | 8.00000 288.00| 25.00000 900.00| 7.50000 270.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0038 8022.00 4.000 TON | 101.00000 404.00| 90.00000 360.00| 90.00000 360.00 HYDRATED LIME | | | 0039 8110.50 5.000 STA | 390.00000 1950.00| 312.00000 1560.00| 312.00000 1560.00 HYDRATED LIME SLURRY STABILIZATION | | | 0040 9005.00 100.000 TON | 46.00000 4600.00| 74.87000 7487.00| 40.98000 4098.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 | | | 0041 9005.45 1040.000 TON | 30.25000 31460.00| 45.76000 47590.40| 30.98000 32219.20 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0042 9009.00 851.000 SY | 2.00000 1702.00| 3.50000 2978.50| 4.00000 3404.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0043 9021.08 61.560 TON | 233.00000 14343.48| 239.37000 14735.62| 200.00000 12312.00 PERFORMANCE GRADED BINDER (64-28) | | | 0044 9034.00 851.000 SY | 1.50000 1276.50| 3.50000 2978.50| 2.50000 2127.50 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0045 9052.15 1052.000 GAL | 1.21000 1272.92| 1.03000 1083.56| 1.03000 1083.56 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0046 9053.00 423.000 GAL | 1.15000 486.45| 0.85000 359.55| 1.00000 423.00 TACK COAT | | | 0047 9111.00 4.000 MGAL| 12.00000 48.00| 13.00000 52.00| 10.00000 40.00 WATER | | | 0048 9170.00 17.800 STA | 80.00000 1424.00| 80.00000 1424.00| 600.00000 10680.00 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -6 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 9173.15 10.000 STA | 35.00000 350.00| 20.00000 200.00| 20.00000 200.00 TRENCHED WIDENING | | | 0050 9179.23 0.520 STA | 750.00000 390.00| 3300.00000 1716.00| 6000.00000 3120.00 COLD MILLING, CLASS 3 | | | 0051 L001.02 0.120 ACRE| 1500.00000 180.00| 1500.00000 180.00| 1500.00000 180.00 SEEDING, TYPE B | | | 0052 L032.75 0.280 TON | 1500.00000 420.00| 1500.00000 420.00| 1500.00000 420.00 MULCH | | | SECTION TOTALS | $ 79,375.85| $ 105,904.08| $ 115,785.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0053 0001.10 783.000 BDAY| 4.00000 3132.00| 2.00000 1566.00| 2.50000 1957.50 BARRICADE, TYPE III | | | 0054 0001.90 986.000 EACH| 0.80000 788.80| 0.50000 493.00| 1.00000 986.00 SIGN DAY | | | 0055 0001.99 142.000 EACH| 4.50000 639.00| 0.50000 71.00| 2.00000 284.00 CONTRACTOR FURNISHED SIGN DAY | | | 0056 0003.10 20.000 DAY | 250.00000 5000.00| 200.00000 4000.00| 195.00000 3900.00 FLAGGING | | | 0057 0010.04 1.000 EACH| 850.00000 850.00| 1200.00000 1200.00| 1500.00000 1500.00 FIELD OFFICE | | | 0058 0030.00 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 5000.00000 5000.00 MOBILIZATION | | | 0059 9110.01 10.000 HOUR| 55.00000 550.00| 65.00000 650.00| 70.00000 700.00 RENTAL OF LOADER, FULLY OPERATED | | | 0060 9110.02 10.000 HOUR| 55.00000 550.00| 65.00000 650.00| 75.00000 750.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0061 9110.03 10.000 HOUR| 40.00000 400.00| 55.00000 550.00| 55.00000 550.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0062 9110.07 10.000 HOUR| 35.00000 350.00| 50.00000 500.00| 50.00000 500.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 16,259.80| $ 10,680.00| $ 16,127.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 229,728.08| $ 247,150.26| $ 265,133.90 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -7 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | 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| 5639.84000 5639.84| | MOBILIZATION | | | 0002 1000.00 1.000 EACH| 762.69000 762.69| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 3268.65000 3268.65| | GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 2167.000 CY | 6.67000 14453.89| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 35.000 MGAL| 8.00000 280.00| | WATER | | | 0006 1102.00 1224.000 SY | 3.19000 3904.56| | REMOVE ASPHALT SURFACE | | | 0007 1106.00 276.000 SY | 3.78000 1043.28| | REMOVE DRIVEWAY | | | 0008 7017.00 181.250 LF | 1.87000 338.94| | REMOVE GUARDRAIL | | | SECTION TOTALS | $ 29,691.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0009 0030.40 LUMP| 4902.98000 4902.98| | MOBILIZATION | | | 0010 4002.00 500.000 LB | 0.87000 435.00| | CAST IRON COVER AND FRAME | | | 0011 4016.00 1.000 EACH| 1307.46000 1307.46| | MANHOLE AT STA. 581+79 66'LT. | | | 0012 4040.00 3.000 EACH| 217.91000 653.73| | REMOVE HEADWALLS FROM CULVERTS | | | 0013 4044.00 1.000 EACH| 2778.35000 2778.35| | PREPARATION OF STRUCTURE AT STA. 150+54 | | | 0014 4045.00 1.000 EACH| 1416.42000 1416.42| | REMOVE STRUCTURE AT STA. 152+94 | | | 0015 4050.01 328.000 CY | 13.07000 4286.96| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4051.01 561.000 CY | 13.07000 7332.27| | EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -8 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4101.06 171.290 CY | 348.66000 59721.97| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0018 4151.00 22333.000 LB | 0.74000 16526.42| | REINFORCING STEEL FOR BOX CULVERT | | | 0019 4310.24 1.000 EACH| 326.87000 326.87| | 24" FLARED-END SECTION | | | 0020 4310.36 4.000 EACH| 653.73000 2614.92| | 36" FLARED-END SECTION | | | 0021 4310.48 1.000 EACH| 1525.37000 1525.37| | 48" FLARED-END SECTION | | | 0022 4320.42 1.000 EACH| 1144.03000 1144.03| | 42" ROUND EQUIVALENT FLARED-END SECTION | | | 0023 4330.42 1.000 EACH| 1634.33000 1634.33| | 42" ROUND EQUIVALENT SAFETY SLOPED END | | | SECTION | | | 0024 4670.05 21.000 CY | 13.07000 274.47| | CULVERT SANDFILL | | | 0025 P300.36 112.000 LF | 76.00000 8512.00| | 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0026 P300.48 56.000 LF | 74.63000 4179.28| | 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0027 P375.42 70.000 LF | 76.27000 5338.90| | 42" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0028 P707.24 56.000 LF | 34.87000 1952.72| | 24" STORM SEWER PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 126,864.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0029 0002.55 9.000 STA | 32.69000 294.21| | OVERLAY BROKEN LINES | | | 0030 0030.90 LUMP| 3813.43000 3813.43| | MOBILIZATION | | | 0031 2001.00 5.000 CY | 50.48000 252.40| | GRAVEL SURFACE COURSE | | | 0032 3012.04 119.000 LF | 16.94000 2015.86| | CONCRETE CLASS 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -9 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 3017.40 32.000 SY | 26.87000 859.84| | CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0034 3019.24 1.000 EACH| 626.49000 626.49| | CONCRETE CLASS 47B-3500 ISLAND NOSE | | | 0035 7502.04 800.000 LF | 2.61000 2088.00| | 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0036 7503.04 700.000 LF | 2.72000 1904.00| | 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0037 7508.04 36.000 LF | 8.17000 294.12| | 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0038 8022.00 4.000 TON | 98.06000 392.24| | HYDRATED LIME | | | 0039 8110.50 5.000 STA | 339.94000 1699.70| | HYDRATED LIME SLURRY STABILIZATION | | | 0040 9005.00 100.000 TON | 36.19000 3619.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 | | | 0041 9005.45 1040.000 TON | 47.33000 49223.20| | ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0042 9009.00 851.000 SY | 2.77000 2357.27| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0043 9021.08 61.560 TON | 258.22000 15896.02| | PERFORMANCE GRADED BINDER (64-28) | | | 0044 9034.00 851.000 SY | 1.69000 1438.19| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0045 9052.15 1052.000 GAL | 1.12000 1178.24| | EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0046 9053.00 423.000 GAL | 0.46000 194.58| | TACK COAT | | | 0047 9111.00 4.000 MGAL| 8.75000 35.00| | WATER | | | 0048 9170.00 17.800 STA | 91.34000 1625.85| | EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F23 -10 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5214 COUNTIES : CHEYENNE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 9173.15 10.000 STA | 108.96000 1089.60| | TRENCHED WIDENING | | | 0050 9179.23 0.520 STA | 2505.96000 1303.10| | COLD MILLING, CLASS 3 | | | 0051 L001.02 0.120 ACRE| 32572.08000 3908.65| | SEEDING, TYPE B | | | 0052 L032.75 0.280 TON | 54.46000 15.25| | MULCH | | | SECTION TOTALS | $ 96,124.24| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0053 0001.10 783.000 BDAY| 1.91000 1495.53| | BARRICADE, TYPE III | | | 0054 0001.90 986.000 EACH| 1.09000 1074.74| | SIGN DAY | | | 0055 0001.99 142.000 EACH| 1.63000 231.46| | CONTRACTOR FURNISHED SIGN DAY | | | 0056 0003.10 20.000 DAY | 228.48000 4569.60| | FLAGGING | | | 0057 0010.04 1.000 EACH| 1568.95000 1568.95| | FIELD OFFICE | | | 0058 0030.00 LUMP| 2244.53000 2244.53| | MOBILIZATION | | | 0059 9110.01 10.000 HOUR| 59.20000 592.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0060 9110.02 10.000 HOUR| 56.49000 564.90| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0061 9110.03 10.000 HOUR| 45.31000 453.10| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0062 9110.07 10.000 HOUR| 46.54000 465.40| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 13,260.21| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,940.75| $ 0.00| $ ====================================================================================================================================
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