|
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 DISTRICT : 4 YORK
CONTRACT DESCRIPTION : PROJECT(S) : S-69-2(1006)
N-69, GRESHAM-SHELBY
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1661 U.S. ASPHALT CO. $ 3,803,098.46 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 3,988,113.93 104.8649%
3 0905 KNIFE RIVER MIDWEST, LLC $ 4,042,094.65 106.2842%
4 0477 WESTERN ENGINEERING COMPANY, INC. $ 4,249,708.30 111.7433%
5 0574 CONSTRUCTORS, INC. $ 4,253,189.04 111.8348%
6 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 4,716,681.07 124.0221%
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -3
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 1 ) 1661 |( 2 ) 0083 |( 3 ) 0905
|U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC. |KNIFE RIVER MIDWEST, LLC
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| 4049.67000 4049.67| 5500.00000 5500.00| 1000.00000 1000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 4257.22000 4257.22| 4205.00000 4205.00| 3800.00000 3800.00
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 3.000 MGAL| 11.00000 33.00| 11.00000 33.00| 11.00000 33.00
WATER | | |
0004 1030.00 152.000 CY | 16.30000 2477.60| 16.10000 2447.20| 20.00000 3040.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 7017.00 300.000 LF | 4.05000 1215.00| 2.75000 825.00| 4.00000 1200.00
REMOVE GUARDRAIL | | |
0006 L019.12 530.000 SY | 1.39000 736.70| 1.37000 726.10| 1.37000 726.10
EROSION CONTROL, CLASS 1C | | |
0007 L022.11 200.000 LF | 2.44000 488.00| 2.41000 482.00| 2.41000 482.00
FABRIC SILT FENCE-LOW POROSITY | | |
SECTION TOTALS | $ 13,257.19| $ 14,218.30| $ 10,281.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 903+40.22
| | |
0008 0030.60 LUMP| 2277.94000 2277.94| 2250.00000 2250.00| 2250.00000 2250.00
MOBILIZATION | | |
0009 6010.78 35.400 CY | 566.95000 20070.03| 560.00000 19824.00| 560.00000 19824.00
CLASS 47BD-4000 CONCRETE FOR CONCRETE | | |
RAIL | | |
0010 6020.03 5250.000 LB | 1.72000 9030.00| 1.70000 8925.00| 1.70000 8925.00
EPOXY COATED REINFORCING STEEL FOR | | |
CONCRETE RAIL | | |
0011 6030.00 1.000 EACH| 6327.61000 6327.61| 6250.00000 6250.00| 6250.00000 6250.00
PREPARATION OF BRIDGE AT STA. 903+40.22 | | |
SECTION TOTALS | $ 37,705.58| $ 37,249.00| $ 37,249.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0012 0030.70 LUMP| 404.97000 404.97| 2200.00000 2200.00| 400.00000 400.00
MOBILIZATION | | |
0013 7011.20 200.000 LF | 26.07000 5214.00| 22.00000 4400.00| 25.75000 5150.00
W-BEAM GUARDRAIL | | |
0014 7020.00 4.000 EACH| 2802.37000 11209.48| 2500.00000 10000.00| 2768.00000 11072.00
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -4
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 1 ) 1661 |( 2 ) 0083 |( 3 ) 0905
|U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC. |KNIFE RIVER MIDWEST, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0015 7024.27 4.000 EACH| 2395.38000 9581.52| 2000.00000 8000.00| 2366.00000 9464.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 26,409.97| $ 24,600.00| $ 26,086.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0016 0030.90 LUMP| 106819.70000 106819.70| 70000.00000 70000.00| 139000.00000 139000.00
MOBILIZATION | | |
0017 1020.03 46.000 EACH| 17.72000 815.12| 17.50000 805.00| 17.50000 805.00
DELINEATOR, TYPE III | | |
0018 1020.20 16.000 EACH| 35.43000 566.88| 35.00000 560.00| 35.00000 560.00
INSTALL CHEVRONS | | |
0019 2001.00 190.000 CY | 30.37000 5770.30| 16.00000 3040.00| 21.70000 4123.00
GRAVEL SURFACE COURSE | | |
0020 2010.00 90.000 CY | 50.62000 4555.80| 45.00000 4050.00| 42.70000 3843.00
CRUSHED ROCK SURFACE COURSE | | |
0021 2020.00 589.000 SY | 3.04000 1790.56| 7.50000 4417.50| 7.00000 4123.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0022 2021.00 22.000 EACH| 50.62000 1113.64| 50.00000 1100.00| 50.00000 1100.00
MAILBOX POST | | |
0023 3010.42 141.000 LF | 47.48000 6694.68| 46.90000 6612.90| 46.90000 6612.90
CONCRETE CURB REPAIR | | |
0024 3016.38 4.000 EACH| 174.14000 696.56| 172.00000 688.00| 172.00000 688.00
DETECTABLE WARNING PANEL | | |
0025 3039.11 2.660 CY | 642.89000 1710.09| 635.00000 1689.10| 635.00000 1689.10
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0026 3039.12 15.570 CY | 410.03000 6384.17| 405.00000 6305.85| 405.00000 6305.85
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0027 3039.13 49.910 CY | 394.84000 19706.46| 390.00000 19464.90| 390.00000 19464.90
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0028 8022.12 337.000 TON | 202.48000 68235.76| 355.00000 119635.00| 194.57000 65570.09
HYDRATED LIME FOR ASPHALT MIXTURES | | |
0029 8022.14 8.000 TON | 202.48000 1619.84| 355.00000 2840.00| 194.57000 1556.56
HYDRATED LIME FOR ASPHALT MIXTURES FOR | | |
STATE MAINTENANCE PATCHING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -5
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 1 ) 1661 |( 2 ) 0083 |( 3 ) 0905
|U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC. |KNIFE RIVER MIDWEST, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0030 9000.75 750.000 TON | 28.43000 21322.50| 31.79000 23842.50| 34.00000 25500.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4 | | |
SPECIAL(0.5) | | |
0031 9005.00 500.000 TON | 46.30000 23150.00| 56.79000 28395.00| 55.00000 27500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4 SPECIAL(0.5) | | |
0032 9005.51 33180.000 TON | 29.52000 979473.60| 31.79000 1054792.20| 34.00000 1128120.00
ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | |
5) | | |
0033 9009.00 7051.000 SY | 3.04000 21435.04| 2.00000 14102.00| 2.00000 14102.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0034 9020.94 40.500 TON | 750.30000 30387.15| 741.00000 30010.50| 742.00000 30051.00
PERFORMANCE GRADED BINDER (64-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0035 9021.08 1818.720 TON | 750.30000 1364585.62| 741.00000 1347671.52| 742.00000 1349490.24
PERFORMANCE GRADED BINDER (64-28) | | |
0036 9034.00 97.000 SY | 20.25000 1964.25| 3.00000 291.00| 5.00000 485.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0037 9053.00 21410.000 GAL | 2.61000 55880.10| 1.75000 37467.50| 1.05000 22480.50
TACK COAT | | |
0038 9053.20 45218.000 GAL | 0.76000 34365.68| 0.60000 27130.80| 0.75000 33913.50
FOG SEAL | | |
0039 9111.00 306.000 MGAL| 15.19000 4648.14| 11.00000 3366.00| 11.00000 3366.00
WATER | | |
0040 9111.13 917.000 MGAL| 4.05000 3713.85| 2.00000 1834.00| 4.00000 3668.00
WATER FOR FLY ASH STABILIZED BITUMINOUS | | |
0041 9170.00 1211.820 STA | 31.96000 38729.77| 82.00000 99369.24| 65.00000 78768.30
EARTH SHOULDER CONSTRUCTION | | |
0042 9173.11 1202.820 STA | 40.50000 48714.21| 37.50000 45105.75| 40.00000 48112.80
WIDENING | | |
0043 9179.65 12.311 STA | 822.43000 10124.94| 1143.00000 14071.47| 1107.51000 13634.56
COLD MILLING, CLASS 3 | | |
0044 9179.80 1.000 EACH| 2024.84000 2024.84| 2750.00000 2750.00| 2330.00000 2330.00
MILLING CONCRETE FOR INLAYS | | |
0045 9186.02 901.000 SY | 5.06000 4559.06| 4.00000 3604.00| 3.73000 3360.73
CONCRETE SURFACE MILLING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -6
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 1 ) 1661 |( 2 ) 0083 |( 3 ) 0905
|U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC. |KNIFE RIVER MIDWEST, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0046 9188.50 294.000 SY | 27.84000 8184.96| 25.00000 7350.00| 37.48000 11019.12
SURFACING UNDER GUARDRAIL | | |
0047 9190.00 602.910 STA | 850.43000 512732.75| 790.00000 476298.90| 840.00000 506444.40
FLY ASH STABILIZED BITUMINOUS | | |
0048 9190.50 6946.000 TON | 23.29000 161772.34| 40.00000 277840.00| 35.00000 243110.00
FLY ASH | | |
0049 9300.52 22.950 LS | 8099.35000 8099.35| 5500.00000 5500.00| 3600.00000 3600.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0050 L001.02 33.000 ACRE| 518.36000 17105.88| 512.00000 16896.00| 512.00000 16896.00
SEEDING, TYPE B | | |
0051 L032.75 75.000 TON | 96.18000 7213.50| 95.00000 7125.00| 95.00000 7125.00
MULCH | | |
SECTION TOTALS | $ 3,586,667.09| $ 3,766,021.63| $ 3,828,518.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0052 0001.08 10835.000 BDAY| 0.50000 5417.50| 0.50000 5417.50| 0.50000 5417.50
BARRICADE, TYPE II | | |
0053 0001.10 850.000 BDAY| 2.02000 1717.00| 4.00000 3400.00| 2.00000 1700.00
BARRICADE, TYPE III | | |
0054 0001.75 840.000 EACH| 2.02000 1696.80| 4.50000 3780.00| 2.00000 1680.00
TEMPORARY SIGN DAY | | |
0055 0001.90 17037.000 EACH| 0.51000 8688.87| 0.50000 8518.50| 0.50000 8518.50
SIGN DAY | | |
0056 0002.55 1239.000 STA | 6.07000 7520.73| 7.00000 8673.00| 6.00000 7434.00
OVERLAY BROKEN LINES | | |
0057 0002.60 2478.000 STA | 6.07000 15041.46| 8.00000 19824.00| 6.00000 14868.00
OVERLAY SOLID LINES | | |
0058 0003.10 126.000 DAY | 258.99000 32632.74| 250.00000 31500.00| 250.00000 31500.00
FLAGGING | | |
0059 0003.20 60.000 DAY | 392.27000 23536.20| 375.00000 22500.00| 350.00000 21000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0060 0003.54 420.000 LF | 20.25000 8505.00| 18.00000 7560.00| 38.00000 15960.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0061 0003.56 420.000 LF | 9.11000 3826.20| 6.00000 2520.00| 10.00000 4200.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0062 0003.74 1.000 EACH| 10114.06000 10114.06| 8000.00000 8000.00| 7500.00000 7500.00
TEMPORARY TRAFFIC SIGNAL | | |
0063 0010.04 1.000 EACH| 2531.05000 2531.05| 1000.00000 1000.00| 2200.00000 2200.00
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -7
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 1 ) 1661 |( 2 ) 0083 |( 3 ) 0905
|U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC. |KNIFE RIVER MIDWEST, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 0030.10 LUMP| 3543.46000 3543.46| 5000.00000 5000.00| 1000.00000 1000.00
MOBILIZATION | | |
0065 9110.01 50.000 HOUR| 69.07000 3453.50| 75.00000 3750.00| 70.00000 3500.00
RENTAL OF LOADER, FULLY OPERATED | | |
0066 9110.02 50.000 HOUR| 58.67000 2933.50| 80.00000 4000.00| 75.00000 3750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0067 9110.03 50.000 HOUR| 53.63000 2681.50| 65.00000 3250.00| 65.00000 3250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0068 9110.07 50.000 HOUR| 44.00000 2200.00| 95.00000 4750.00| 90.00000 4500.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0069 9110.27 10.000 HOUR| 237.92000 2379.20| 195.00000 1950.00| 135.00000 1350.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0070 L022.90 200.000 LF | 2.44000 488.00| 2.41000 482.00| 2.41000 482.00
TEMPORARY SILT FENCE | | |
0071 L032.70 1.000 TON | 151.86000 151.86| 150.00000 150.00| 150.00000 150.00
TEMPORARY MULCH | | |
SECTION TOTALS | $ 139,058.63| $ 146,025.00| $ 139,960.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,803,098.46| $ 3,988,113.93| $ 4,042,094.65
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -8
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0574 |( 6 ) 3606
|WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. |DOBSON BROTHERS 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| 4100.00000 4100.00| 500.00000 500.00| 4000.00000 4000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 4300.00000 4300.00| 3000.00000 3000.00| 4415.25000 4415.25
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 3.000 MGAL| 11.00000 33.00| 11.00000 33.00| 11.00000 33.00
WATER | | |
0004 1030.00 152.000 CY | 16.50000 2508.00| 30.00000 4560.00| 16.91000 2570.32
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 7017.00 300.000 LF | 3.00000 900.00| 4.00000 1200.00| 2.89000 867.00
REMOVE GUARDRAIL | | |
0006 L019.12 530.000 SY | 10.50000 5565.00| 1.40000 742.00| 1.68000 890.40
EROSION CONTROL, CLASS 1C | | |
0007 L022.11 200.000 LF | 2.60000 520.00| 2.50000 500.00| 5.25000 1050.00
FABRIC SILT FENCE-LOW POROSITY | | |
SECTION TOTALS | $ 17,926.00| $ 10,535.00| $ 13,825.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 903+40.22
| | |
0008 0030.60 LUMP| 4100.00000 4100.00| 2300.00000 2300.00| 2250.00000 2250.00
MOBILIZATION | | |
0009 6010.78 35.400 CY | 880.00000 31152.00| 565.00000 20001.00| 588.00000 20815.20
CLASS 47BD-4000 CONCRETE FOR CONCRETE | | |
RAIL | | |
0010 6020.03 5250.000 LB | 2.30000 12075.00| 1.75000 9187.50| 1.79000 9397.50
EPOXY COATED REINFORCING STEEL FOR | | |
CONCRETE RAIL | | |
0011 6030.00 1.000 EACH| 9000.00000 9000.00| 6300.00000 6300.00| 6562.50000 6562.50
PREPARATION OF BRIDGE AT STA. 903+40.22 | | |
SECTION TOTALS | $ 56,327.00| $ 37,788.50| $ 39,025.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0012 0030.70 LUMP| 1850.00000 1850.00| 450.00000 450.00| 1800.00000 1800.00
MOBILIZATION | | |
0013 7011.20 200.000 LF | 22.50000 4500.00| 26.00000 5200.00| 23.10000 4620.00
W-BEAM GUARDRAIL | | |
0014 7020.00 4.000 EACH| 2550.00000 10200.00| 2800.00000 11200.00| 2625.00000 10500.00
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -9
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0574 |( 6 ) 3606
|WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0015 7024.27 4.000 EACH| 2050.00000 8200.00| 2400.00000 9600.00| 2100.00000 8400.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 24,750.00| $ 26,450.00| $ 25,320.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0016 0030.90 LUMP| 75000.00000 75000.00| 56000.00000 56000.00| 325000.00000 325000.00
MOBILIZATION | | |
0017 1020.03 46.000 EACH| 16.00000 736.00| 18.00000 828.00| 18.38000 845.48
DELINEATOR, TYPE III | | |
0018 1020.20 16.000 EACH| 21.00000 336.00| 35.00000 560.00| 36.75000 588.00
INSTALL CHEVRONS | | |
0019 2001.00 190.000 CY | 24.00000 4560.00| 30.00000 5700.00| 63.31000 12028.90
GRAVEL SURFACE COURSE | | |
0020 2010.00 90.000 CY | 39.00000 3510.00| 38.00000 3420.00| 63.17000 5685.30
CRUSHED ROCK SURFACE COURSE | | |
0021 2020.00 589.000 SY | 3.50000 2061.50| 11.00000 6479.00| 17.89000 10537.21
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0022 2021.00 22.000 EACH| 50.00000 1100.00| 50.00000 1100.00| 52.50000 1155.00
MAILBOX POST | | |
0023 3010.42 141.000 LF | 49.00000 6909.00| 32.00000 4512.00| 50.40000 7106.40
CONCRETE CURB REPAIR | | |
0024 3016.38 4.000 EACH| 490.00000 1960.00| 300.00000 1200.00| 504.00000 2016.00
DETECTABLE WARNING PANEL | | |
0025 3039.11 2.660 CY | 635.00000 1689.10| 805.00000 2141.30| 648.90000 1726.07
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0026 3039.12 15.570 CY | 550.00000 8563.50| 540.00000 8407.80| 560.70000 8730.10
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0027 3039.13 49.910 CY | 530.00000 26452.30| 435.00000 21710.85| 541.80000 27041.24
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0028 8022.12 337.000 TON | 300.00000 101100.00| 200.00000 67400.00| 293.02000 98747.74
HYDRATED LIME FOR ASPHALT MIXTURES | | |
0029 8022.14 8.000 TON | 300.00000 2400.00| 200.00000 1600.00| 269.33000 2154.64
HYDRATED LIME FOR ASPHALT MIXTURES FOR | | |
STATE MAINTENANCE PATCHING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -10
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0574 |( 6 ) 3606
|WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0030 9000.75 750.000 TON | 32.00000 24000.00| 28.50000 21375.00| 42.88000 32160.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4 | | |
SPECIAL(0.5) | | |
0031 9005.00 500.000 TON | 48.00000 24000.00| 70.00000 35000.00| 80.62000 40310.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4 SPECIAL(0.5) | | |
0032 9005.51 33180.000 TON | 37.00000 1227660.00| 45.00000 1493100.00| 42.88000 1422758.40
ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | |
5) | | |
0033 9009.00 7051.000 SY | 2.40000 16922.40| 4.50000 31729.50| 6.21000 43786.71
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0034 9020.94 40.500 TON | 760.00000 30780.00| 650.00000 26325.00| 700.00000 28350.00
PERFORMANCE GRADED BINDER (64-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0035 9021.08 1818.720 TON | 760.00000 1382227.20| 650.00000 1182168.00| 700.00000 1273104.00
PERFORMANCE GRADED BINDER (64-28) | | |
0036 9034.00 97.000 SY | 4.00000 388.00| 5.50000 533.50| 3.19000 309.43
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0037 9053.00 21410.000 GAL | 1.90000 40679.00| 1.40000 29974.00| 2.01000 43034.10
TACK COAT | | |
0038 9053.20 45218.000 GAL | 0.78000 35270.04| 0.75000 33913.50| 2.01000 90888.18
FOG SEAL | | |
0039 9111.00 306.000 MGAL| 11.00000 3366.00| 5.00000 1530.00| 13.89000 4250.34
WATER | | |
0040 9111.13 917.000 MGAL| 4.20000 3851.40| 4.00000 3668.00| 4.20000 3851.40
WATER FOR FLY ASH STABILIZED BITUMINOUS | | |
0041 9170.00 1211.820 STA | 82.00000 99369.24| 85.00000 103004.70| 86.10000 104337.70
EARTH SHOULDER CONSTRUCTION | | |
0042 9173.11 1202.820 STA | 41.00000 49315.62| 40.00000 48112.80| 42.00000 50518.44
WIDENING | | |
0043 9179.65 12.311 STA | 700.00000 8617.70| 1140.00000 14034.54| 1191.30000 14666.09
COLD MILLING, CLASS 3 | | |
0044 9179.80 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2446.50000 2446.50
MILLING CONCRETE FOR INLAYS | | |
0045 9186.02 901.000 SY | 2.00000 1802.00| 3.85000 3468.85| 4.40000 3964.40
CONCRETE SURFACE MILLING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -11
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0574 |( 6 ) 3606
|WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0046 9188.50 294.000 SY | 32.00000 9408.00| 40.00000 11760.00| 54.20000 15934.80
SURFACING UNDER GUARDRAIL | | |
0047 9190.00 602.910 STA | 860.00000 518502.60| 885.00000 533575.35| 882.00000 531766.62
FLY ASH STABILIZED BITUMINOUS | | |
0048 9190.50 6946.000 TON | 36.00000 250056.00| 37.00000 257002.00| 36.75000 255265.50
FLY ASH | | |
0049 9300.52 22.950 LS | 5000.00000 5000.00| 6000.00000 6000.00| 2625.00000 2625.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0050 L001.02 33.000 ACRE| 450.00000 14850.00| 514.00000 16962.00| 561.75000 18537.75
SEEDING, TYPE B | | |
0051 L032.75 75.000 TON | 76.00000 5700.00| 95.00000 7125.00| 84.00000 6300.00
MULCH | | |
SECTION TOTALS | $ 3,990,642.60| $ 4,043,920.69| $ 4,492,527.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0052 0001.08 10835.000 BDAY| 0.50000 5417.50| 0.50000 5417.50| 0.50000 5417.50
BARRICADE, TYPE II | | |
0053 0001.10 850.000 BDAY| 5.00000 4250.00| 2.00000 1700.00| 2.10000 1785.00
BARRICADE, TYPE III | | |
0054 0001.75 840.000 EACH| 1.50000 1260.00| 3.00000 2520.00| 2.10000 1764.00
TEMPORARY SIGN DAY | | |
0055 0001.90 17037.000 EACH| 1.10000 18740.70| 0.55000 9370.35| 0.53000 9029.61
SIGN DAY | | |
0056 0002.55 1239.000 STA | 6.50000 8053.50| 6.00000 7434.00| 6.30000 7805.70
OVERLAY BROKEN LINES | | |
0057 0002.60 2478.000 STA | 6.50000 16107.00| 6.00000 14868.00| 6.30000 15611.40
OVERLAY SOLID LINES | | |
0058 0003.10 126.000 DAY | 250.00000 31500.00| 250.00000 31500.00| 262.50000 33075.00
FLAGGING | | |
0059 0003.20 60.000 DAY | 400.00000 24000.00| 350.00000 21000.00| 367.50000 22050.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0060 0003.54 420.000 LF | 18.50000 7770.00| 12.00000 5040.00| 18.90000 7938.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0061 0003.56 420.000 LF | 6.20000 2604.00| 12.00000 5040.00| 6.30000 2646.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0062 0003.74 1.000 EACH| 13000.00000 13000.00| 10500.00000 10500.00| 13256.25000 13256.25
TEMPORARY TRAFFIC SIGNAL | | |
0063 0010.04 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 525.00000 525.00
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 415 -12
TABULATION OF BIDS
CALL ORDER : 415 CONTRACT ID : 4384X COUNTIES : POLK
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 4 YORK
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0574 |( 6 ) 3606
|WESTERN ENGINEERING COMPANY |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 0030.10 LUMP| 8000.00000 8000.00| 1200.00000 1200.00| 6000.00000 6000.00
MOBILIZATION | | |
0065 9110.01 50.000 HOUR| 90.00000 4500.00| 80.00000 4000.00| 82.10000 4105.00
RENTAL OF LOADER, FULLY OPERATED | | |
0066 9110.02 50.000 HOUR| 85.00000 4250.00| 80.00000 4000.00| 102.62000 5131.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0067 9110.03 50.000 HOUR| 70.00000 3500.00| 80.00000 4000.00| 80.52000 4026.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0068 9110.07 50.000 HOUR| 50.00000 2500.00| 80.00000 4000.00| 61.57000 3078.50
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0069 9110.27 10.000 HOUR| 175.00000 1750.00| 175.00000 1750.00| 137.35000 1373.50
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0070 L022.90 200.000 LF | 3.00000 600.00| 2.50000 500.00| 5.25000 1050.00
TEMPORARY SILT FENCE | | |
0071 L032.70 1.000 TON | 260.00000 260.00| 155.00000 155.00| 315.00000 315.00
TEMPORARY MULCH | | |
SECTION TOTALS | $ 160,062.70| $ 134,494.85| $ 145,982.46
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,249,708.30| $ 4,253,189.04| $ 4,716,681.07
====================================================================================================================================
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