|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
CONTRACT DESCRIPTION :
ON N-74 BETWEEN ONG SPUR AND US-81.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 1,875,616.25 100.0000%
2 0574 CONSTRUCTORS, INC. $ 1,908,451.98 101.7506%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,059,809.39 109.8204%
4 0086 HENNINGSEN CONST., INC. $ 2,182,544.99 116.3641%
5 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,308,179.13 123.0624%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |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 L020.00 776.000 SY | 1.34000 1039.84| 1.40000 1086.40| 2.00000 1552.00
EROSION CONTROL | | |
0002 L020.09 286.000 SY | 12.50000 3575.00| 12.90000 3689.40| 12.00000 3432.00
EROSION CONTROL, TYPE AAA | | |
0003 0030.10 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 3100.00000 3100.00
MOBILIZATION | | |
0004 1009.00 LUMP| 1500.00000 1500.00| 1600.00000 1600.00| 1500.00000 1500.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 50.000 MGAL| 9.00000 450.00| 9.20000 460.00| 9.00000 450.00
WATER | | |
0006 1030.00 3560.000 CY | 6.37000 22677.20| 6.50000 23140.00| 6.50000 23140.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1043.50 41.000 SY | 12.00000 492.00| 12.40000 508.40| 12.00000 492.00
RIPRAP FILTER FABRIC | | |
0008 4035.00 1.000 EACH| 50.00000 50.00| 51.50000 51.50| 50.00000 50.00
REMOVE FLARED-END SECTION | | |
0009 4040.00 10.000 EACH| 200.00000 2000.00| 205.00000 2050.00| 200.00000 2000.00
REMOVE HEADWALLS FROM CULVERTS | | |
0010 4050.01 2.000 CY | 20.00000 40.00| 20.50000 41.00| 22.00000 44.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0011 4330.30 16.000 EACH| 801.55000 12824.80| 825.00000 13200.00| 805.00000 12880.00
30" ROUND EQUIVALENT SAFETY SLOPED END | | |
SECTION | | |
0012 4350.24 16.000 LF | 25.00000 400.00| 25.50000 408.00| 25.00000 400.00
24" CORRUGATED METAL PIPE | | |
0013 4360.24 3.000 EACH| 150.00000 450.00| 155.00000 465.00| 150.00000 450.00
24" METAL FLARED-END SECTION | | |
0014 6105.01 4.500 TON | 40.00000 180.00| 41.25000 185.63| 42.00000 189.00
ROCK RIPRAP, TYPE A | | |
0015 7017.00 203.000 LF | 2.50000 507.50| 2.05000 416.15| 2.00000 406.00
REMOVE GUARDRAIL | | |
0016 9110.06 10.000 HOUR| 100.00000 1000.00| 90.00000 900.00| 100.00000 1000.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
SECTION TOTALS | $ 50,186.34| $ 52,201.48| $ 51,085.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 503+40.48
2-17'-9" AND 1-24'-6" SPANS CONCRETE SLAB BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0030.60 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 1100.00000 1100.00
MOBILIZATION | | |
0018 6010.26 9.350 CY | 1000.00000 9350.00| 1035.00000 9677.25| 1000.00000 9350.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0019 6020.00 1695.000 LB | 1.00000 1695.00| 1.05000 1779.75| 1.00000 1695.00
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 12,545.00| $ 12,657.00| $ 12,145.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0020 0030.70 LUMP| 150.00000 150.00| 1500.00000 1500.00| 300.00000 300.00
MOBILIZATION | | |
0021 7011.20 25.000 LF | 14.00000 350.00| 14.50000 362.50| 14.00000 350.00
W-BEAM GUARDRAIL | | |
0022 7020.00 4.000 EACH| 1150.00000 4600.00| 1200.00000 4800.00| 1150.00000 4600.00
BRIDGE APPROACH SECTIONS | | |
0023 7024.27 4.000 EACH| 1550.00000 6200.00| 1600.00000 6400.00| 1550.00000 6200.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 11,300.00| $ 13,062.50| $ 11,450.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0024 L001.02 16.000 ACRE| 400.00000 6400.00| 400.00000 6400.00| 365.00000 5840.00
SEEDING, TYPE B | | |
0025 L032.75 36.000 TON | 70.00000 2520.00| 75.00000 2700.00| 70.00000 2520.00
MULCH | | |
0026 0002.55 2133.060 STA | 7.00000 14931.42| 3.85000 8212.28| 6.00000 12798.36
OVERLAY BROKEN LINES | | |
0027 0002.60 4266.120 STA | 8.00000 34128.96| 3.85000 16424.56| 6.00000 25596.72
OVERLAY SOLID LINES | | |
0028 0030.90 LUMP| 50000.00000 50000.00| 65000.00000 65000.00| 60000.00000 60000.00
MOBILIZATION | | |
0029 2001.00 400.000 CY | 9.95000 3980.00| 12.75000 5100.00| 15.50000 6200.00
GRAVEL SURFACE COURSE | | |
0030 2020.00 1492.000 SY | 6.50000 9698.00| 3.85000 5744.20| 2.00000 2984.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0031 2021.00 13.000 EACH| 50.00000 650.00| 51.00000 663.00| 50.00000 650.00
MAILBOX POST | | |
0032 8022.00 460.000 TON | 90.00000 41400.00| 93.00000 42780.00| 90.00000 41400.00
HYDRATED LIME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 8110.50 710.408 STA | 315.00000 223778.52| 325.00000 230882.60| 320.00000 227330.56
HYDRATED LIME SLURRY STABILIZATION | | |
0034 9000.75 500.000 TON | 17.56000 8780.00| 19.00000 9500.00| 20.50000 10250.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP3(0.5) | | |
0035 9005.00 100.000 TON | 37.56000 3756.00| 34.00000 3400.00| 27.00000 2700.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(0.5) | | |
0036 9005.35 43380.000 TON | 17.56000 761752.80| 19.00000 824220.00| 22.25000 965205.00
ASPHALTIC CONCRETE, TYPE SP3(0.5) | | |
0037 9009.00 8146.000 SY | 2.25000 18328.50| 2.20000 17921.20| 1.70000 13848.20
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0038 9020.91 27.000 TON | 146.00000 3942.00| 143.00000 3861.00| 148.00000 3996.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0039 9021.01 2347.920 TON | 146.00000 342796.32| 143.00000 335752.56| 148.00000 347492.16
PERFORMANCE GRADED BINDER (64-22) | | |
0040 9052.15 112240.000 GAL | 0.81000 90914.40| 0.85000 95404.00| 0.81000 90914.40
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0041 9053.00 39950.000 GAL | 1.00000 39950.00| 0.65000 25967.50| 0.80000 31960.00
TACK COAT | | |
0042 9110.01 10.000 HOUR| 70.00000 700.00| 54.00000 540.00| 60.00000 600.00
RENTAL OF LOADER, FULLY OPERATED | | |
0043 9110.02 10.000 HOUR| 65.00000 650.00| 68.00000 680.00| 60.00000 600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0044 9110.03 10.000 HOUR| 60.00000 600.00| 48.00000 480.00| 40.00000 400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0045 9110.07 10.000 HOUR| 55.00000 550.00| 35.00000 350.00| 30.00000 300.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0046 9111.00 357.000 MGAL| 7.00000 2499.00| 7.50000 2677.50| 1.00000 357.00
WATER | | |
0047 9170.00 1420.815 STA | 32.50000 46176.49| 33.00000 46886.90| 32.50000 46176.49
EARTH SHOULDER CONSTRUCTION | | |
0048 9188.50 270.000 SY | 25.00000 6750.00| 13.40000 3618.00| 34.00000 9180.00
SURFACING UNDER GUARDRAIL | | |
0049 9300.50 13.142 LS | 6500.00000 6500.00| 5500.00000 5500.00| 3000.00000 3000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,722,132.41| $ 1,760,665.30| $ 1,912,298.89
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0050 0001.08 47505.000 BDAY| 0.50000 23752.50| 0.50000 23752.50| 0.50000 23752.50
BARRICADE, TYPE II | | |
0051 0001.10 376.000 BDAY| 2.50000 940.00| 4.10000 1541.60| 1.20000 451.20
BARRICADE, TYPE III | | |
0052 0001.30 236.000 LDAY| 2.50000 590.00| 4.10000 967.60| 1.00000 236.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0053 0001.75 1140.000 EACH| 7.50000 8550.00| 2.05000 2337.00| 5.00000 5700.00
TEMPORARY SIGN DAY | | |
0054 0001.90 9740.000 EACH| 0.50000 4870.00| 0.55000 5357.00| 0.42000 4090.80
SIGN DAY | | |
0055 0003.10 120.000 DAY | 175.00000 21000.00| 168.00000 20160.00| 180.00000 21600.00
FLAGGING | | |
0056 0003.20 50.000 DAY | 275.00000 13750.00| 235.00000 11750.00| 290.00000 14500.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0057 0010.04 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| 2000.00000 2000.00
FIELD OFFICE | | |
0058 0030.00 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 500.00000 500.00
MOBILIZATION | | |
SECTION TOTALS | $ 79,452.50| $ 69,865.70| $ 72,830.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,875,616.25| $ 1,908,451.98| $ 2,059,809.39
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(4) 0086 |(5) 3606 |
|HENNINGSEN CONST., INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 776.000 SY | 1.71000 1326.96| 1.74000 1350.24|
EROSION CONTROL | | |
0002 L020.09 286.000 SY | 12.95000 3703.70| 13.21000 3778.06|
EROSION CONTROL, TYPE AAA | | |
0003 0030.10 LUMP| 3000.00000 3000.00| 5000.00000 5000.00|
MOBILIZATION | | |
0004 1009.00 LUMP| 1500.00000 1500.00| 1600.00000 1600.00|
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 50.000 MGAL| 9.00000 450.00| 9.18000 459.00|
WATER | | |
0006 1030.00 3560.000 CY | 6.37000 22677.20| 6.50000 23140.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1043.50 41.000 SY | 12.00000 492.00| 12.24000 501.84|
RIPRAP FILTER FABRIC | | |
0008 4035.00 1.000 EACH| 50.00000 50.00| 51.00000 51.00|
REMOVE FLARED-END SECTION | | |
0009 4040.00 10.000 EACH| 200.00000 2000.00| 204.00000 2040.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0010 4050.01 2.000 CY | 20.00000 40.00| 20.40000 40.80|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0011 4330.30 16.000 EACH| 801.55000 12824.80| 817.58000 13081.28|
30" ROUND EQUIVALENT SAFETY SLOPED END | | |
SECTION | | |
0012 4350.24 16.000 LF | 25.00000 400.00| 25.50000 408.00|
24" CORRUGATED METAL PIPE | | |
0013 4360.24 3.000 EACH| 150.00000 450.00| 153.00000 459.00|
24" METAL FLARED-END SECTION | | |
0014 6105.01 4.500 TON | 40.00000 180.00| 40.80000 183.60|
ROCK RIPRAP, TYPE A | | |
0015 7017.00 203.000 LF | 2.50000 507.50| 2.04000 414.12|
REMOVE GUARDRAIL | | |
0016 9110.06 10.000 HOUR| 100.00000 1000.00| 102.00000 1020.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
SECTION TOTALS | $ 50,602.16| $ 53,526.94|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 503+40.48
2-17'-9" AND 1-24'-6" SPANS CONCRETE SLAB BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(4) 0086 |(5) 3606 |
|HENNINGSEN CONST., INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0030.60 LUMP| 1000.00000 1000.00| 1100.00000 1100.00|
MOBILIZATION | | |
0018 6010.26 9.350 CY | 1000.00000 9350.00| 1020.00000 9537.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0019 6020.00 1695.000 LB | 1.00000 1695.00| 1.02000 1728.90|
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 12,045.00| $ 12,365.90|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0020 0030.70 LUMP| 150.00000 150.00| 1000.00000 1000.00|
MOBILIZATION | | |
0021 7011.20 25.000 LF | 14.00000 350.00| 14.28000 357.00|
W-BEAM GUARDRAIL | | |
0022 7020.00 4.000 EACH| 1150.00000 4600.00| 1173.00000 4692.00|
BRIDGE APPROACH SECTIONS | | |
0023 7024.27 4.000 EACH| 1550.00000 6200.00| 1581.00000 6324.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 11,300.00| $ 12,373.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0024 L001.02 16.000 ACRE| 495.00000 7920.00| 504.90000 8078.40|
SEEDING, TYPE B | | |
0025 L032.75 36.000 TON | 70.00000 2520.00| 71.40000 2570.40|
MULCH | | |
0026 0002.55 2133.060 STA | 5.95000 12691.71| 3.83000 8169.62|
OVERLAY BROKEN LINES | | |
0027 0002.60 4266.120 STA | 5.95000 25383.41| 3.83000 16339.24|
OVERLAY SOLID LINES | | |
0028 0030.90 LUMP| 34200.00000 34200.00| 200000.00000 200000.00|
MOBILIZATION | | |
0029 2001.00 400.000 CY | 18.00000 7200.00| 16.88000 6752.00|
GRAVEL SURFACE COURSE | | |
0030 2020.00 1492.000 SY | 7.00000 10444.00| 5.70000 8504.40|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0031 2021.00 13.000 EACH| 50.00000 650.00| 51.00000 663.00|
MAILBOX POST | | |
0032 8022.00 460.000 TON | 90.00000 41400.00| 91.80000 42228.00|
HYDRATED LIME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(4) 0086 |(5) 3606 |
|HENNINGSEN CONST., INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 8110.50 710.408 STA | 324.45000 230491.88| 321.30000 228254.09|
HYDRATED LIME SLURRY STABILIZATION | | |
0034 9000.75 500.000 TON | 20.00000 10000.00| 16.97000 8485.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP3(0.5) | | |
0035 9005.00 100.000 TON | 50.00000 5000.00| 40.00000 4000.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(0.5) | | |
0036 9005.35 43380.000 TON | 24.73000 1072787.40| 24.28000 1053266.40|
ASPHALTIC CONCRETE, TYPE SP3(0.5) | | |
0037 9009.00 8146.000 SY | 0.96000 7820.16| 2.32000 18898.72|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0038 9020.91 27.000 TON | 144.00000 3888.00| 150.00000 4050.00|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0039 9021.01 2347.920 TON | 144.00000 338100.48| 150.00000 352188.00|
PERFORMANCE GRADED BINDER (64-22) | | |
0040 9052.15 112240.000 GAL | 0.81000 90914.40| 0.83000 93159.20|
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0041 9053.00 39950.000 GAL | 0.80000 31960.00| 0.95000 37952.50|
TACK COAT | | |
0042 9110.01 10.000 HOUR| 45.00000 450.00| 62.00000 620.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0043 9110.02 10.000 HOUR| 75.00000 750.00| 62.00000 620.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0044 9110.03 10.000 HOUR| 45.00000 450.00| 55.00000 550.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0045 9110.07 10.000 HOUR| 45.00000 450.00| 41.00000 410.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0046 9111.00 357.000 MGAL| 5.00000 1785.00| 9.18000 3277.26|
WATER | | |
0047 9170.00 1420.815 STA | 32.50000 46176.49| 33.15000 47100.02|
EARTH SHOULDER CONSTRUCTION | | |
0048 9188.50 270.000 SY | 29.00000 7830.00| 19.48000 5259.60|
SURFACING UNDER GUARDRAIL | | |
0049 9300.50 13.142 LS | 2000.00000 2000.00| 5500.00000 5500.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 4874 COUNTIES : CLAY FILLMORE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-74-5(109)
====================================================================================================================================
|(4) 0086 |(5) 3606 |
|HENNINGSEN CONST., INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,993,262.93| $ 2,156,895.85|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0050 0001.08 47505.000 BDAY| 0.50000 23752.50| 0.50000 23752.50|
BARRICADE, TYPE II | | |
0051 0001.10 376.000 BDAY| 1.20000 451.20| 4.08000 1534.08|
BARRICADE, TYPE III | | |
0052 0001.30 236.000 LDAY| 0.95000 224.20| 4.08000 962.88|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0053 0001.75 1140.000 EACH| 5.00000 5700.00| 2.04000 2325.60|
TEMPORARY SIGN DAY | | |
0054 0001.90 9740.000 EACH| 0.55000 5357.00| 0.51000 4967.40|
SIGN DAY | | |
0055 0003.10 120.000 DAY | 205.00000 24600.00| 173.63000 20835.60|
FLAGGING | | |
0056 0003.20 50.000 DAY | 305.00000 15250.00| 234.88000 11744.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0057 0010.04 1.000 EACH| 2000.00000 2000.00| 1895.38000 1895.38|
FIELD OFFICE | | |
0058 0030.00 LUMP| 38000.00000 38000.00| 5000.00000 5000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 115,334.90| $ 73,017.44|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,182,544.99| $ 2,308,179.13|
====================================================================================================================================