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Last Updated:
11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : 2 VENDOR RANKING CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-9-3(102) N-9, WEST POINT NORTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0083 * WERNER CONSTRUCTION, INC. IS DETERMINED TO BE THE APPARENT 0083 LOW BIDDER BECAUSE OF DEPARTMENT TIES. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,822,953.15 100.0000% 2 0083 * WERNER CONSTRUCTION, INC. $ 2,825,560.32 100.0924% 3 1583 OMNI ENGINEERING, INC. AND SUBSIDIARIES $ 2,905,512.16 102.9246% 4 0574 CONSTRUCTORS, INC. $ 3,058,955.30 108.3601% NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -3 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS 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| 3100.00000 3100.00| 6400.00000 6400.00| 6731.89000 6731.89 MOBILIZATION | | | 0002 1009.00 LUMP| 4600.00000 4600.00| 3200.00000 3200.00| 3365.94000 3365.94 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 493.000 MGAL| 1.00000 493.00| 3.00000 1479.00| 3.16000 1557.88 WATER | | | 0004 1012.00 57.000 EACH| 63.00000 3591.00| 70.00000 3990.00| 73.63000 4196.91 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 35186.000 CY | 4.40000 154818.40| 4.82000 169596.52| 5.07000 178393.02 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 268.000 SY | 5.00000 1340.00| 5.00000 1340.00| 5.26000 1409.68 REMOVE PAVEMENT | | | 0007 1102.00 1934.000 SY | 3.50000 6769.00| 4.50000 8703.00| 4.73000 9147.82 REMOVE ASPHALT SURFACE | | | 0008 1106.00 74.000 SY | 4.00000 296.00| 5.00000 370.00| 5.26000 389.24 REMOVE DRIVEWAY | | | 0009 1300.42 66.000 LF | 40.00000 2640.00| 30.00000 1980.00| 31.56000 2082.96 42" DRIVEWAY CULVERT PIPE | | | 0010 7017.00 2623.250 LF | 1.00000 2623.25| 2.45000 6426.96| 2.58000 6767.99 REMOVE GUARDRAIL | | | 0011 L020.00 1961.000 SY | 1.50000 2941.50| 1.55000 3039.55| 1.63000 3196.43 EROSION CONTROL | | | 0012 L022.11 450.000 LF | 3.50000 1575.00| 2.15000 967.50| 2.68000 1206.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 184,787.15| $ 207,492.53| $ 218,445.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0013 0030.40 LUMP| 3130.00000 3130.00| 3130.00000 3130.00| 3292.31000 3292.31 MOBILIZATION | | | 0014 4044.00 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| 2366.68000 2366.68 PREPARATION OF STRUCTURE AT STA. 23+63. | | | 0015 4044.01 1.000 EACH| 3248.00000 3248.00| 3248.00000 3248.00| 3416.43000 3416.43 PREPARATION OF STRUCTURE AT STA. 55+94 | | | 0016 4044.02 1.000 EACH| 2540.00000 2540.00| 2540.00000 2540.00| 2671.72000 2671.72 PREPARATION OF STRUCTURE AT STA. 100+99 | | | 0017 4044.03 1.000 EACH| 3712.00000 3712.00| 3712.00000 3712.00| 3904.50000 3904.50 PREPARATION OF STRUCTURE AT STA. 425+65 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -4 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.04 1.000 EACH| 1618.00000 1618.00| 1618.00000 1618.00| 1701.91000 1701.91 PREPARATION OF STRUCTURE AT STA. 447+24 | | | 0019 4051.01 170.000 CY | 11.20000 1904.00| 11.20000 1904.00| 11.78000 2002.60 EXCAVATION FOR BOX CULVERTS | | | 0020 4101.06 210.280 CY | 242.00000 50887.76| 242.00000 50887.76| 254.55000 53526.77 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 21276.000 LB | 0.66000 14042.16| 0.66000 14042.16| 0.69000 14680.44 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 83,331.92| $ 83,331.92| $ 87,563.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85 TRIPLE 10' X 12' 84' CONCRETE BOX CULVERT | | | 0022 0030.40 LUMP| 5000.00000 5000.00| 4900.00000 4900.00| 3534.24000 3534.24 MOBILIZATION | | | 0023 4051.01 653.000 CY | 4.00000 2612.00| 4.00000 2612.00| 8.73000 5700.69 EXCAVATION FOR BOX CULVERTS | | | 0024 4101.06 302.850 CY | 219.32000 66421.06| 219.32000 66421.06| 279.79000 84734.40 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0025 4151.00 36607.000 LB | 0.42000 15374.94| 0.42000 15374.94| 0.67000 24526.69 REINFORCING STEEL FOR BOX CULVERT | | | 0026 6040.00 1.000 EACH| 9600.00000 9600.00| 9600.00000 9600.00| 8099.30000 8099.30 REMOVE STRUCTURE AT STA. 130+85 | | | SECTION TOTALS | $ 99,008.00| $ 98,908.00| $ 126,595.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10 TRIPLE 12' X 12' X 84' CONCRETE BOX CULVERT | | | 0027 0030.40 LUMP| 4900.00000 4900.00| 4900.00000 4900.00| 4733.36000 4733.36 MOBILIZATION | | | 0028 1043.50 130.000 SY | 1.04000 135.20| 1.04000 135.20| 3.84000 499.20 RIPRAP FILTER FABRIC | | | 0029 4051.01 380.000 CY | 8.00000 3040.00| 8.00000 3040.00| 11.47000 4358.60 EXCAVATION FOR BOX CULVERTS | | | 0030 4101.06 360.210 CY | 219.00000 78885.99| 218.65000 78759.92| 279.79000 100783.16 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0031 4151.00 43726.000 LB | 0.42000 18364.92| 0.42000 18364.92| 0.67000 29296.42 REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -5 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 6040.00 1.000 EACH| 9600.00000 9600.00| 9500.00000 9500.00| 8358.06000 8358.06 REMOVE STRUCTURE AT STA. 232+10 | | | 0033 6105.02 343.000 TON | 30.00000 10290.00| 29.00000 9947.00| 25.77000 8839.11 ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 125,216.11| $ 124,647.04| $ 156,867.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36 TWIN 8' X 5' X 88' CONCRETE BOX CULVERT - EXTEND | | | 0034 0030.40 LUMP| 2600.00000 2600.00| 2500.00000 2500.00| 3471.13000 3471.13 MOBILIZATION | | | 0035 1043.50 135.000 SY | 1.04000 140.40| 1.04000 140.40| 3.84000 518.40 RIPRAP FILTER FABRIC | | | 0036 4044.00 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00| 3135.59000 3135.59 PREPARATION OF STRUCTURE AT STA. 242+36 | | | 0037 4051.01 20.000 CY | 12.00000 240.00| 12.00000 240.00| 14.31000 286.20 EXCAVATION FOR BOX CULVERTS | | | 0038 4101.06 71.980 CY | 266.00000 19146.68| 265.00000 19074.70| 273.48000 19685.09 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0039 4151.00 7041.000 LB | 0.63000 4435.83| 0.63000 4435.83| 0.67000 4717.47 REINFORCING STEEL FOR BOX CULVERT | | | 0040 6105.02 317.000 TON | 28.00000 8876.00| 27.00000 8559.00| 25.77000 8169.09 ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 37,038.91| $ 36,449.93| $ 39,982.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97 TWIN 10' X 8' X 53.6' CONCRETE BOX CULVERT - EXTEND | | | 0041 0030.40 LUMP| 1500.00000 1500.00| 900.00000 900.00| 3660.46000 3660.46 MOBILIZATION | | | 0042 4044.00 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 2678.03000 2678.03 PREPARATION OF STRUCTURE AT STA. 307+97 | | | 0043 4051.01 87.000 CY | 12.00000 1044.00| 12.00000 1044.00| 10.25000 891.75 EXCAVATION FOR BOX CULVERTS | | | 0044 4101.06 90.080 CY | 266.00000 23961.28| 265.00000 23871.20| 256.65000 23119.03 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0045 4151.00 9574.000 LB | 0.63000 6031.62| 0.63000 6031.62| 0.67000 6414.58 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 36,036.90| $ 35,346.82| $ 36,763.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -6 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 0030.50 LUMP| 600.00000 600.00| 1000.00000 1000.00| 368.15000 368.15 MOBILIZATION | | | 0047 L001.01 3.500 ACRE| 564.00000 1974.00| 430.00000 1505.00| 452.30000 1583.05 SEEDING, TYPE A | | | 0048 L001.02 29.000 ACRE| 424.00000 12296.00| 319.00000 9251.00| 335.54000 9730.66 SEEDING, TYPE B | | | 0049 L032.75 74.000 TON | 60.00000 4440.00| 63.00000 4662.00| 66.27000 4903.98 MULCH | | | SECTION TOTALS | $ 19,310.00| $ 16,418.00| $ 16,585.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6 BRIDGE AT STA. 470+75 1-44'-0" & 2-32'0" SPANS PRESTRESS CONC INVERTED TEE GIRDER | | | 0050 0030.60 LUMP| 44000.00000 44000.00| 40000.00000 40000.00| 42074.30000 42074.30 MOBILIZATION | | | 0051 1043.50 580.000 SY | 2.50000 1450.00| 2.50000 1450.00| 2.63000 1525.40 RIPRAP FILTER FABRIC | | | 0052 3050.15 180.900 CY | 200.00000 36180.00| 200.00000 36180.00| 210.37000 38055.93 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0053 3051.10 20910.000 LB | 0.60000 12546.00| 0.60000 12546.00| 0.63000 13173.30 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0054 6000.10 65.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5259.29000 5259.29 ABUTMENT NO.1 EXCAVATION | | | 0055 6000.11 65.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5259.29000 5259.29 ABUTMENT NO.2 EXCAVATION | | | 0056 6005.60 108.000 EACH| 60.00000 6480.00| 60.00000 6480.00| 63.11000 6815.88 ELASTOMERIC BEARING | | | 0057 6010.22 144.100 CY | 300.00000 43230.00| 300.00000 43230.00| 315.56000 45472.20 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0058 6010.26 136.600 CY | 280.00000 38248.00| 280.00000 38248.00| 294.52000 40231.43 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0059 6011.11 97.700 LS | 85000.00000 85000.00| 85000.00000 85000.00| 89407.89000 89407.89 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 470+75 | | | 0060 6030.00 1.000 EACH| 50000.00000 50000.00| 50000.00000 50000.00| 52592.88000 52592.88 PREPARATION OF BRIDGE AT STA. 470+75 | | | 0061 6104.00 471.000 TON | 10.00000 4710.00| 10.00000 4710.00| 10.52000 4954.92 BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -7 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 6131.50 38390.000 LB | 0.50000 19195.00| 0.60000 23034.00| 0.63000 24185.70 EPOXY COATED REINFORCING STEEL | | | 0063 6139.50 106.000 SY | 25.00000 2650.00| 25.00000 2650.00| 26.30000 2787.80 SUBSURFACE DRAINAGE MATTING | | | 0064 6210.50 3120.000 LF | 20.00000 62400.00| 20.00000 62400.00| 21.04000 65644.80 PIPE PILING | | | 0065 6310.00 3521.900 SF | 10.00000 35219.00| 10.00000 35219.00| 10.52000 37050.39 STEEL SHEET PILING | | | 0066 8091.00 120.000 CY | 25.00000 3000.00| 25.00000 3000.00| 26.30000 3156.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 454,308.00| $ 454,147.00| $ 477,647.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0067 0030.70 LUMP| 600.00000 600.00| 1000.00000 1000.00| 368.15000 368.15 MOBILIZATION | | | 0068 7011.20 125.000 LF | 12.00000 1500.00| 12.00000 1500.00| 12.10000 1512.50 W-BEAM GUARDRAIL | | | 0069 7020.00 4.000 EACH| 2550.00000 10200.00| 2550.00000 10200.00| 2945.20000 11780.80 BRIDGE APPROACH SECTIONS | | | 0070 7024.27 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1446.30000 5785.20 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 18,100.00| $ 18,500.00| $ 19,446.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 9 BITUMINOUS | | | 0071 0002.55 1544.000 STA | 7.75000 11966.00| 7.00000 10808.00| 6.68000 10313.92 OVERLAY BROKEN LINES | | | 0072 0002.60 3088.000 STA | 7.75000 23932.00| 8.00000 24704.00| 6.68000 20627.84 OVERLAY SOLID LINES | | | 0073 0030.20 LUMP| 35000.00000 35000.00| 59500.00000 59500.00| 42231.78000 42231.78 MOBILIZATION | | | 0074 2001.00 225.000 CY | 12.00000 2700.00| 12.50000 2812.50| 16.42000 3694.50 GRAVEL SURFACE COURSE | | | 0075 2010.00 35.000 CY | 25.00000 875.00| 30.00000 1050.00| 41.05000 1436.75 CRUSHED ROCK SURFACE COURSE | | | 0076 2020.00 1360.000 SY | 2.00000 2720.00| 7.50000 10200.00| 3.59000 4882.40 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -8 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 2021.00 20.000 EACH| 45.00000 900.00| 50.00000 1000.00| 52.59000 1051.80 MAILBOX POST | | | 0078 8022.00 332.000 TON | 103.00000 34196.00| 103.00000 34196.00| 108.34000 35968.88 HYDRATED LIME | | | 0079 8110.50 511.857 STA | 292.00000 149462.24| 290.00000 148438.53| 305.04000 156136.86 HYDRATED LIME SLURRY STABILIZATION | | | 0080 9000.75 100.000 TON | 18.34000 1834.00| 19.01000 1901.00| 16.40000 1640.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.5) | | | 0081 9005.00 500.000 TON | 24.00000 12000.00| 29.01000 14505.00| 33.42000 16710.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0082 9005.45 37030.000 TON | 20.75000 768372.50| 19.01000 703940.30| 19.38000 717641.40 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0083 9009.00 7301.000 SY | 2.00000 14602.00| 2.50000 18252.50| 2.07000 15113.07 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0084 9020.94 5.400 TON | 204.00000 1101.60| 204.00000 1101.60| 207.89000 1122.61 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0085 9021.08 2026.620 TON | 204.00000 413430.48| 204.00000 413430.48| 207.89000 421314.03 PERFORMANCE GRADED BINDER (64-28) | | | 0086 9052.15 80870.000 GAL | 0.85000 68739.50| 0.85000 68739.50| 0.87000 70356.90 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0087 9053.00 32240.000 GAL | 0.90000 29016.00| 1.00000 32240.00| 0.74000 23857.60 TACK COAT | | | 0088 9111.00 262.000 MGAL| 1.00000 262.00| 9.00000 2358.00| 10.26000 2688.12 WATER | | | 0089 9170.00 1033.355 STA | 75.00000 77501.63| 61.00000 63034.66| 62.61000 64698.36 EARTH SHOULDER CONSTRUCTION | | | 0090 9173.15 1019.715 STA | 14.00000 14276.01| 14.00000 14276.01| 14.73000 15020.40 TRENCHED WIDENING | | | 0091 9173.20 1499.000 SY | 5.00000 7495.00| 3.00000 4497.00| 1.85000 2773.15 SUBGRADE PREPARATION | | | 0092 9188.50 482.000 SY | 14.00000 6748.00| 20.00000 9640.00| 16.94000 8165.08 SURFACING UNDER GUARDRAIL | | | 0093 9300.52 9.630 LS | 2500.00000 2500.00| 5000.00000 5000.00| 3681.50000 3681.50 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,679,629.96| $ 1,645,625.08| $ 1,641,126.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -9 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0083 |( 3 ) 1583 |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. |OMNI ENGINEERING, INC. AND SUBS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 0001.08 36670.000 BDAY| 0.50000 18335.00| 0.50000 18335.00| 0.50000 18335.00 BARRICADE, TYPE II | | | 0095 0001.10 13798.000 BDAY| 1.00000 13798.00| 1.50000 20697.00| 1.05000 14487.90 BARRICADE, TYPE III | | | 0096 0001.75 564.000 EACH| 3.00000 1692.00| 5.00000 2820.00| 3.42000 1928.88 TEMPORARY SIGN DAY | | | 0097 0001.90 18704.000 EACH| 0.30000 5611.20| 0.50000 9352.00| 0.26000 4863.04 SIGN DAY | | | 0098 0003.10 114.000 DAY | 200.00000 22800.00| 185.00000 21090.00| 178.82000 20385.48 FLAGGING | | | 0099 0003.20 35.000 DAY | 300.00000 10500.00| 285.00000 9975.00| 214.97000 7523.95 FURNISHING AND OPERATING PILOT VEHICLE | | | 0100 0010.04 1.000 EACH| 3500.00000 3500.00| 2000.00000 2000.00| 1282.96000 1282.96 FIELD OFFICE | | | 0101 0030.10 LUMP| 500.00000 500.00| 10000.00000 10000.00| 9321.64000 9321.64 MOBILIZATION | | | 0102 9110.01 45.000 HOUR| 55.00000 2475.00| 65.00000 2925.00| 39.88000 1794.60 RENTAL OF LOADER, FULLY OPERATED | | | 0103 9110.02 40.000 HOUR| 55.00000 2200.00| 60.00000 2400.00| 36.89000 1475.60 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0104 9110.03 45.000 HOUR| 40.00000 1800.00| 55.00000 2475.00| 32.58000 1466.10 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0105 9110.06 5.000 HOUR| 55.00000 275.00| 75.00000 375.00| 61.58000 307.90 RENTAL OF BACKHOE, FULLY OPERATED | | | 0106 9110.07 45.000 HOUR| 60.00000 2700.00| 50.00000 2250.00| 29.18000 1313.10 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 86,186.20| $ 104,694.00| $ 84,486.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,822,953.15| $ 2,825,560.32| $ 2,905,512.16 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -10 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |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| 6500.00000 6500.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 3215.00000 3215.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 493.000 MGAL| 3.00000 1479.00| | WATER | | | 0004 1012.00 57.000 EACH| 70.50000 4018.50| | RIGHT-OF-WAY MARKERS | | | 0005 1030.00 35186.000 CY | 4.84000 170300.24| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 268.000 SY | 5.00000 1340.00| | REMOVE PAVEMENT | | | 0007 1102.00 1934.000 SY | 4.55000 8799.70| | REMOVE ASPHALT SURFACE | | | 0008 1106.00 74.000 SY | 5.00000 370.00| | REMOVE DRIVEWAY | | | 0009 1300.42 66.000 LF | 30.00000 1980.00| | 42" DRIVEWAY CULVERT PIPE | | | 0010 7017.00 2623.250 LF | 1.00000 2623.25| | REMOVE GUARDRAIL | | | 0011 L020.00 1961.000 SY | 1.51000 2961.11| | EROSION CONTROL | | | 0012 L022.11 450.000 LF | 3.52000 1584.00| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 205,170.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0013 0030.40 LUMP| 3200.00000 3200.00| | MOBILIZATION | | | 0014 4044.00 1.000 EACH| 2300.00000 2300.00| | PREPARATION OF STRUCTURE AT STA. 23+63. | | | 0015 4044.01 1.000 EACH| 3300.00000 3300.00| | PREPARATION OF STRUCTURE AT STA. 55+94 | | | 0016 4044.02 1.000 EACH| 2600.00000 2600.00| | PREPARATION OF STRUCTURE AT STA. 100+99 | | | 0017 4044.03 1.000 EACH| 3800.00000 3800.00| | PREPARATION OF STRUCTURE AT STA. 425+65 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -11 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.04 1.000 EACH| 1700.00000 1700.00| | PREPARATION OF STRUCTURE AT STA. 447+24 | | | 0019 4051.01 170.000 CY | 11.25000 1912.50| | EXCAVATION FOR BOX CULVERTS | | | 0020 4101.06 210.280 CY | 244.00000 51308.32| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 21276.000 LB | 0.66000 14042.16| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 84,162.98| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85 TRIPLE 10' X 12' 84' CONCRETE BOX CULVERT | | | 0022 0030.40 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0023 4051.01 653.000 CY | 4.00000 2612.00| | EXCAVATION FOR BOX CULVERTS | | | 0024 4101.06 302.850 CY | 221.00000 66929.85| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0025 4151.00 36607.000 LB | 0.45000 16473.15| | REINFORCING STEEL FOR BOX CULVERT | | | 0026 6040.00 1.000 EACH| 9600.00000 9600.00| | REMOVE STRUCTURE AT STA. 130+85 | | | SECTION TOTALS | $ 100,615.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10 TRIPLE 12' X 12' X 84' CONCRETE BOX CULVERT | | | 0027 0030.40 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0028 1043.50 130.000 SY | 1.04000 135.20| | RIPRAP FILTER FABRIC | | | 0029 4051.01 380.000 CY | 8.00000 3040.00| | EXCAVATION FOR BOX CULVERTS | | | 0030 4101.06 360.210 CY | 220.00000 79246.20| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0031 4151.00 43726.000 LB | 0.42000 18364.92| | REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -12 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 6040.00 1.000 EACH| 9600.00000 9600.00| | REMOVE STRUCTURE AT STA. 232+10 | | | 0033 6105.02 343.000 TON | 29.14000 9995.02| | ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 125,381.34| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36 TWIN 8' X 5' X 88' CONCRETE BOX CULVERT - EXTEND | | | 0034 0030.40 LUMP| 3400.00000 3400.00| | MOBILIZATION | | | 0035 1043.50 135.000 SY | 3.67000 495.45| | RIPRAP FILTER FABRIC | | | 0036 4044.00 1.000 EACH| 3000.00000 3000.00| | PREPARATION OF STRUCTURE AT STA. 242+36 | | | 0037 4051.01 20.000 CY | 13.66000 273.20| | EXCAVATION FOR BOX CULVERTS | | | 0038 4101.06 71.980 CY | 262.00000 18858.76| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0039 4151.00 7041.000 LB | 0.65000 4576.65| | REINFORCING STEEL FOR BOX CULVERT | | | 0040 6105.02 317.000 TON | 25.00000 7925.00| | ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 38,529.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97 TWIN 10' X 8' X 53.6' CONCRETE BOX CULVERT - EXTEND | | | 0041 0030.40 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0042 4044.00 1.000 EACH| 2600.00000 2600.00| | PREPARATION OF STRUCTURE AT STA. 307+97 | | | 0043 4051.01 87.000 CY | 9.80000 852.60| | EXCAVATION FOR BOX CULVERTS | | | 0044 4101.06 90.080 CY | 246.00000 22159.68| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0045 4151.00 9574.000 LB | 0.64000 6127.36| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 35,239.64| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -13 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 0030.50 LUMP| 500.00000 500.00| | MOBILIZATION | | | 0047 L001.01 3.500 ACRE| 567.00000 1984.50| | SEEDING, TYPE A | | | 0048 L001.02 29.000 ACRE| 425.00000 12325.00| | SEEDING, TYPE B | | | 0049 L032.75 74.000 TON | 60.00000 4440.00| | MULCH | | | SECTION TOTALS | $ 19,249.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6 BRIDGE AT STA. 470+75 1-44'-0" & 2-32'0" SPANS PRESTRESS CONC INVERTED TEE GIRDER | | | 0050 0030.60 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | 0051 1043.50 580.000 SY | 2.50000 1450.00| | RIPRAP FILTER FABRIC | | | 0052 3050.15 180.900 CY | 201.00000 36360.90| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0053 3051.10 20910.000 LB | 0.60000 12546.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0054 6000.10 65.000 LS | 5100.00000 5100.00| | ABUTMENT NO.1 EXCAVATION | | | 0055 6000.11 65.000 LS | 5100.00000 5100.00| | ABUTMENT NO.2 EXCAVATION | | | 0056 6005.60 108.000 EACH| 60.00000 6480.00| | ELASTOMERIC BEARING | | | 0057 6010.22 144.100 CY | 302.00000 43518.20| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0058 6010.26 136.600 CY | 281.00000 38384.60| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0059 6011.11 97.700 LS | 85500.00000 85500.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 470+75 | | | 0060 6030.00 1.000 EACH| 51000.00000 51000.00| | PREPARATION OF BRIDGE AT STA. 470+75 | | | 0061 6104.00 471.000 TON | 10.05000 4733.55| | BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -14 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 6131.50 38390.000 LB | 0.60000 23034.00| | EPOXY COATED REINFORCING STEEL | | | 0063 6139.50 106.000 SY | 25.00000 2650.00| | SUBSURFACE DRAINAGE MATTING | | | 0064 6210.50 3120.000 LF | 20.00000 62400.00| | PIPE PILING | | | 0065 6310.00 3521.900 SF | 10.00000 35219.00| | STEEL SHEET PILING | | | 0066 8091.00 120.000 CY | 25.00000 3000.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 456,476.25| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0067 0030.70 LUMP| 500.00000 500.00| | MOBILIZATION | | | 0068 7011.20 125.000 LF | 12.00000 1500.00| | W-BEAM GUARDRAIL | | | 0069 7020.00 4.000 EACH| 2600.00000 10400.00| | BRIDGE APPROACH SECTIONS | | | 0070 7024.27 4.000 EACH| 1460.00000 5840.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 18,240.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 9 BITUMINOUS | | | 0071 0002.55 1544.000 STA | 6.38000 9850.72| | OVERLAY BROKEN LINES | | | 0072 0002.60 3088.000 STA | 6.38000 19701.44| | OVERLAY SOLID LINES | | | 0073 0030.20 LUMP| 150000.00000 150000.00| | MOBILIZATION | | | 0074 2001.00 225.000 CY | 13.46000 3028.50| | GRAVEL SURFACE COURSE | | | 0075 2010.00 35.000 CY | 24.00000 840.00| | CRUSHED ROCK SURFACE COURSE | | | 0076 2020.00 1360.000 SY | 7.00000 9520.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -15 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 2021.00 20.000 EACH| 50.00000 1000.00| | MAILBOX POST | | | 0078 8022.00 332.000 TON | 104.00000 34528.00| | HYDRATED LIME | | | 0079 8110.50 511.857 STA | 291.00000 148950.39| | HYDRATED LIME SLURRY STABILIZATION | | | 0080 9000.75 100.000 TON | 27.00000 2700.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.5) | | | 0081 9005.00 500.000 TON | 53.00000 26500.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0082 9005.45 37030.000 TON | 22.30000 825769.00| | ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0083 9009.00 7301.000 SY | 5.00000 36505.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0084 9020.94 5.400 TON | 203.00000 1096.20| | PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0085 9021.08 2026.620 TON | 203.00000 411403.86| | PERFORMANCE GRADED BINDER (64-28) | | | 0086 9052.15 80870.000 GAL | 0.85000 68739.50| | EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0087 9053.00 32240.000 GAL | 0.90000 29016.00| | TACK COAT | | | 0088 9111.00 262.000 MGAL| 4.00000 1048.00| | WATER | | | 0089 9170.00 1033.355 STA | 62.00000 64068.01| | EARTH SHOULDER CONSTRUCTION | | | 0090 9173.15 1019.715 STA | 15.00000 15295.73| | TRENCHED WIDENING | | | 0091 9173.20 1499.000 SY | 2.90000 4347.10| | SUBGRADE PREPARATION | | | 0092 9188.50 482.000 SY | 20.00000 9640.00| | SURFACING UNDER GUARDRAIL | | | 0093 9300.52 9.630 LS | 14000.00000 14000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,887,547.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/15/02 PAGE : F09 -16 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3291 COUNTIES : CUMING LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0574 |( ) |( ) |CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 0001.08 36670.000 BDAY| 0.50000 18335.00| | BARRICADE, TYPE II | | | 0095 0001.10 13798.000 BDAY| 1.00000 13798.00| | BARRICADE, TYPE III | | | 0096 0001.75 564.000 EACH| 3.27000 1844.28| | TEMPORARY SIGN DAY | | | 0097 0001.90 18704.000 EACH| 0.25000 4676.00| | SIGN DAY | | | 0098 0003.10 114.000 DAY | 240.00000 27360.00| | FLAGGING | | | 0099 0003.20 35.000 DAY | 260.00000 9100.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0100 0010.04 1.000 EACH| 3000.00000 3000.00| | FIELD OFFICE | | | 0101 0030.10 LUMP| 100.00000 100.00| | MOBILIZATION | | | 0102 9110.01 45.000 HOUR| 60.00000 2700.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0103 9110.02 40.000 HOUR| 76.00000 3040.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0104 9110.03 45.000 HOUR| 51.00000 2295.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0105 9110.06 5.000 HOUR| 59.00000 295.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0106 9110.07 45.000 HOUR| 40.00000 1800.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 88,343.28| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,058,955.30| $ 0.00| $ ====================================================================================================================================
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