|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
CONTRACT DESCRIPTION : EACSTPD-74-4(107)
N-74, ROSELAND WEST; ROSELAND - AYR; GLENVIL SPUR WEST. PEP-74-4(1007)
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1344 DOBSON BROTHERS CONSTRUCTION COMPANY $ 3,023,629.99 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 3,043,479.48 100.6564%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 3,270,876.92 108.1771%
4 0875 BROWER CONSTRUCTION CO. $ 3,307,201.26 109.3785%
5 0574 CONSTRUCTORS, INC. $ 3,341,724.65 110.5202%
6 0086 HENNINGSEN CONST., INC. $ 3,580,012.67 118.4011%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, 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 5800.000 SY | 0.50000 2900.00| 0.50000 2900.00| 0.52000 3016.00
EROSION CONTROL | | |
0002 0030.10 LUMP| 7500.00000 7500.00| 4800.00000 4800.00| 5000.00000 5000.00
MOBILIZATION | | |
0003 1009.00 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| 2900.00000 2900.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 154.000 MGAL| 9.00000 1386.00| 9.00000 1386.00| 9.00000 1386.00
WATER | | |
0005 1021.10 116.000 EACH| 3.00000 348.00| 3.00000 348.00| 3.00000 348.00
REMOVE DELINEATOR UNITS | | |
0006 1030.00 6838.000 CY | 4.18000 28582.84| 4.18000 28582.84| 4.20000 28719.60
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1102.00 753.000 SY | 4.50000 3388.50| 4.50000 3388.50| 4.60000 3463.80
REMOVE ASPHALT SURFACE | | |
0008 1106.00 288.000 SY | 4.50000 1296.00| 4.50000 1296.00| 4.60000 1324.80
REMOVE DRIVEWAY | | |
0009 1107.00 36.000 SY | 5.00000 180.00| 5.00000 180.00| 5.00000 180.00
REMOVE WALK | | |
0010 4035.00 6.000 EACH| 50.00000 300.00| 50.00000 300.00| 50.00000 300.00
REMOVE FLARED-END SECTION | | |
0011 4050.01 10.000 CY | 20.00000 200.00| 20.00000 200.00| 21.00000 210.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4350.24 26.000 LF | 17.00000 442.00| 17.00000 442.00| 17.00000 442.00
24" CORRUGATED METAL PIPE | | |
0013 4360.24 6.000 EACH| 175.00000 1050.00| 175.00000 1050.00| 180.00000 1080.00
24" METAL FLARED-END SECTION | | |
0014 7017.00 950.000 LF | 2.00000 1900.00| 2.00000 1900.00| 2.00000 1900.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 52,273.34| $ 49,573.34| $ 50,270.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 5 SEEDING
| | |
0015 L001.02 50.000 ACRE| 366.00000 18300.00| 366.00000 18300.00| 370.00000 18500.00
SEEDING, TYPE B | | |
0016 L032.75 112.500 TON | 70.00000 7875.00| 70.00000 7875.00| 71.00000 7987.50
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0030.50 LUMP| 1000.00000 1000.00| 100.00000 100.00| 100.00000 100.00
MOBILIZATION | | |
SECTION TOTALS | $ 27,175.00| $ 26,275.00| $ 26,587.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 691+00
2-36.00' AND 1-48.00' SPANS CONTINUOUS CONCRETE SLAB BRIDGE
| | |
0018 0030.60 LUMP| 17000.00000 17000.00| 10000.00000 10000.00| 10500.00000 10500.00
MOBILIZATION | | |
0019 6007.01 542.200 SY | 37.00000 20061.40| 15.00000 8133.00| 15.25000 8268.55
CLASS I REPAIR | | |
0020 6007.02 108.400 SY | 130.00000 14092.00| 150.00000 16260.00| 152.00000 16476.80
CLASS II REPAIR | | |
0021 6007.03 5.000 SY | 200.00000 1000.00| 200.00000 1000.00| 210.00000 1050.00
CLASS III REPAIR | | |
0022 6008.40 542.200 SY | 78.00000 42291.60| 30.00000 16266.00| 30.00000 16266.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0023 6010.26 34.500 CY | 690.00000 23805.00| 500.00000 17250.00| 505.00000 17422.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0024 6016.02 57.000 CY | 532.00000 30324.00| 650.00000 37050.00| 655.00000 37335.00
CONCRETE FOR OVERLAYS-SF | | |
0025 6020.00 4700.000 LB | 2.00000 9400.00| 0.70000 3290.00| 0.70000 3290.00
REINFORCING STEEL FOR BRIDGE | | |
0026 6030.00 1.000 EACH| 15000.00000 15000.00| 5000.00000 5000.00| 5000.00000 5000.00
PREPARATION OF BRIDGE AT R.P. 013.40 | | |
SECTION TOTALS | $ 172,974.00| $ 114,249.00| $ 115,608.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6A BRIDGE AT STA. 972+16
2-24.00' AND 1-32.00' SPANS CONTINUOUS CONCRETE SLAB BRIDGE
| | |
0027 0030.60 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 10500.00000 10500.00
MOBILIZATION | | |
0028 6007.01 364.400 SY | 37.00000 13482.80| 15.00000 5466.00| 15.25000 5557.10
CLASS I REPAIR | | |
0029 6007.02 72.900 SY | 130.00000 9477.00| 150.00000 10935.00| 152.00000 11080.80
CLASS II REPAIR | | |
0030 6007.03 5.000 SY | 200.00000 1000.00| 200.00000 1000.00| 210.00000 1050.00
CLASS III REPAIR | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0031 6008.40 364.400 SY | 78.00000 28423.20| 30.00000 10932.00| 30.00000 10932.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0032 6010.26 23.500 CY | 725.00000 17037.50| 500.00000 11750.00| 505.00000 11867.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0033 6016.02 33.300 CY | 540.00000 17982.00| 650.00000 21645.00| 655.00000 21811.50
CONCRETE FOR OVERLAYS-SF | | |
0034 6020.00 3055.000 LB | 2.00000 6110.00| 0.70000 2138.50| 0.70000 2138.50
REINFORCING STEEL FOR BRIDGE | | |
0035 6030.00 1.000 EACH| 14000.00000 14000.00| 5000.00000 5000.00| 5000.00000 5000.00
PREPARATION OF BRIDGE AT R.P. 018.98 | | |
SECTION TOTALS | $ 119,512.50| $ 78,866.50| $ 79,937.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6B BRIDGE AT STA. 1561+25.00
1-50.00, 2-62.00 & 1-76.00 SPANS DECK STEEL GIRDER BRIDGE
| | |
0036 0030.60 LUMP| 500.00000 500.00| 2000.00000 2000.00| 2100.00000 2100.00
MOBILIZATION | | |
0037 6010.26 2.750 CY | 1600.00000 4400.00| 1350.00000 3712.50| 1400.00000 3850.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0038 6020.00 565.000 LB | 2.00000 1130.00| 1.50000 847.50| 1.50000 847.50
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 6,030.00| $ 6,560.00| $ 6,797.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0039 0030.70 LUMP| 1500.00000 1500.00| 1450.00000 1450.00| 1000.00000 1000.00
MOBILIZATION | | |
0040 7011.20 443.750 LF | 14.00000 6212.50| 12.50000 5546.88| 12.50000 5546.88
W-BEAM GUARDRAIL | | |
0041 7020.00 12.000 EACH| 1050.00000 12600.00| 1250.00000 15000.00| 1250.00000 15000.00
BRIDGE APPROACH SECTIONS | | |
0042 7021.70 12.000 EACH| 1600.00000 19200.00| 1600.00000 19200.00| 1600.00000 19200.00
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 39,512.50| $ 41,196.88| $ 40,746.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0043 A001.12 3.000 EACH| 300.00000 900.00| 300.00000 900.00| 300.00000 900.00
PULL BOX, TYPE PB-5 | | |
0044 A009.14 7.000 EACH| 1450.00000 10150.00| 1450.00000 10150.00| 1500.00000 10500.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-40-12-0.25 | | |
0045 A020.10 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| 750.00000 2250.00
LIGHTING CONTROL CENTER, TYPE D | | |
0046 A070.10 576.000 LF | 2.50000 1440.00| 2.50000 1440.00| 2.50000 1440.00
1 1/2-INCH CONDUIT IN TRENCH | | |
0047 A074.12 257.000 LF | 15.00000 3855.00| 15.00000 3855.00| 15.00000 3855.00
1 1/2-INCH CONDUIT, JACKED | | |
0048 A080.22 833.000 LF | 0.55000 458.15| 0.55000 458.15| 0.55000 458.15
STREET LIGHTING CABLE, NO. 6 BARE | | |
0049 A080.24 1666.000 LF | 0.65000 1082.90| 0.65000 1082.90| 0.66000 1099.56
STREET LIGHTING CABLE, NO. 6 USE | | |
0050 0030.81 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 21,136.05| $ 21,136.05| $ 21,502.71
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0051 0002.40 6072.860 STA | 6.50000 39473.59| 8.00000 48582.88| 6.55000 39777.23
TEMPORARY SOLID LINES | | |
0052 0002.45 3036.430 STA | 6.50000 19736.80| 7.00000 21255.01| 6.55000 19888.62
TEMPORARY BROKEN LINES | | |
0053 0030.90 LUMP| 75000.00000 75000.00| 30210.00000 30210.00| 40000.00000 40000.00
MOBILIZATION | | |
0054 1020.03 116.000 EACH| 14.00000 1624.00| 14.00000 1624.00| 14.00000 1624.00
DELINEATOR, TYPE III | | |
0055 2001.00 520.000 CY | 10.99000 5714.80| 9.00000 4680.00| 13.00000 6760.00
GRAVEL SURFACE COURSE | | |
0056 2020.00 1612.000 SY | 6.51000 10494.12| 6.00000 9672.00| 2.00000 3224.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0057 2021.00 14.000 EACH| 45.00000 630.00| 50.00000 700.00| 45.00000 630.00
MAILBOX POST | | |
0058 3016.21 36.000 SY | 30.00000 1080.00| 96.75000 3483.00| 97.00000 3492.00
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0059 3040.12 20.500 SY | 80.75000 1655.38| 61.00000 1250.50| 63.00000 1291.50
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0060 3040.13 901.200 SY | 71.00000 63985.20| 61.00000 54973.20| 61.00000 54973.20
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0061 4015.00 4.000 EACH| 72.76000 291.04| 290.00000 1160.00| 300.00000 1200.00
ADJUST MANHOLE TO GRADE | | |
0062 7500.32 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 200.00000 400.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0063 7502.04 830.000 LF | 1.85000 1535.50| 1.85000 1535.50| 1.90000 1577.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0064 7503.04 18500.000 LF | 1.90000 35150.00| 1.90000 35150.00| 1.92000 35520.00
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0065 7509.04 800.000 LF | 6.00000 4800.00| 6.00000 4800.00| 6.10000 4880.00
12" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0066 9000.75 1250.000 TON | 12.50000 15625.00| 17.45000 21812.50| 18.75000 23437.50
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0067 9005.00 1400.000 TON | 20.00000 28000.00| 27.45000 38430.00| 24.50000 34300.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0068 9005.30 79210.000 TON | 16.09000 1274488.90| 17.45000 1382214.50| 20.75000 1643607.50
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0069 9009.00 14773.000 SY | 1.58000 23341.34| 1.80000 26591.40| 1.00000 14773.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0070 9020.91 67.500 TON | 140.00000 9450.00| 138.00000 9315.00| 137.00000 9247.50
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0071 9021.01 4353.480 TON | 140.00000 609487.20| 138.00000 600780.24| 137.00000 596426.76
PERFORMANCE GRADED BINDER (64-22) | | |
0072 9034.00 1623.000 SY | 1.84000 2986.32| 2.00000 3246.00| 1.20000 1947.60
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 9053.00 69800.000 GAL | 0.64000 44672.00| 1.00000 69800.00| 0.80000 55840.00
TACK COAT | | |
0074 9111.00 465.000 MGAL| 1.00000 465.00| 6.00000 2790.00| 2.00000 930.00
WATER | | |
0075 9170.00 1783.544 STA | 44.50000 79367.71| 35.09000 62584.56| 45.00000 80259.48
EARTH SHOULDER CONSTRUCTION | | |
0076 9173.15 44.996 STA | 90.00000 4049.64| 90.00000 4049.64| 90.00000 4049.64
TRENCHED WIDENING | | |
0077 9173.20 6806.000 SY | 1.19000 8099.14| 1.19000 8099.14| 1.20000 8167.20
SUBGRADE PREPARATION | | |
0078 9179.21 398.742 STA | 80.53000 32110.69| 90.00000 35886.78| 89.00000 35488.04
COLD MILLING, CLASS 1 | | |
0079 9179.23 323.820 STA | 79.44000 25724.26| 98.00000 31734.36| 72.00000 23315.04
COLD MILLING, CLASS 3 | | |
0080 9186.01 36.240 STA | 154.81000 5610.31| 165.00000 5979.60| 160.00000 5798.40
CONCRETE SURFACE MILLING | | |
0081 9188.50 580.000 SY | 15.19000 8810.20| 25.00000 14500.00| 20.00000 11600.00
SURFACING UNDER GUARDRAIL | | |
0082 9206.29 13429.000 SY | 1.11000 14906.19| 1.10000 14771.90| 1.25000 16786.25
NON-WOVEN PAVEMENT OVERLAY FABRIC | | |
0083 9300.50 22.900 LS | 5222.64000 5222.64| 8500.00000 8500.00| 5000.00000 5000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,453,986.97| $ 2,560,561.71| $ 2,786,211.46
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0084 0001.08 49095.000 BDAY| 0.50000 24547.50| 0.50000 24547.50| 0.50000 24547.50
BARRICADE, TYPE II | | |
0085 0001.10 1336.000 BDAY| 1.20000 1603.20| 2.50000 3340.00| 1.25000 1670.00
BARRICADE, TYPE III | | |
0086 0001.30 604.000 LDAY| 0.95000 573.80| 2.50000 1510.00| 1.20000 724.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0087 0001.90 28927.000 EACH| 0.35000 10124.45| 0.50000 14463.50| 0.36000 10413.72
SIGN DAY | | |
0088 0002.30 1320.000 LF | 0.50000 660.00| 0.50000 660.00| 0.52000 686.40
PAVEMENT MARKING REMOVAL | | |
0089 0002.39 1600.000 LF | 0.90000 1440.00| 0.90000 1440.00| 0.92000 1472.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(1) 1344 |(2) 0083 |(3) 0477
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 0003.10 258.000 DAY | 158.71000 40947.18| 175.00000 45150.00| 175.00000 45150.00
FLAGGING | | |
0091 0003.20 50.000 DAY | 209.47000 10473.50| 275.00000 13750.00| 275.00000 13750.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0092 0003.51 820.000 LF | 15.00000 12300.00| 10.00000 8200.00| 20.00000 16400.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0093 0010.04 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 4000.00000 4000.00
FIELD OFFICE | | |
0094 0030.00 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 1000.00000 1000.00
MOBILIZATION | | |
0095 9110.01 130.000 HOUR| 48.00000 6240.00| 60.00000 7800.00| 55.00000 7150.00
RENTAL OF LOADER, FULLY OPERATED | | |
0096 9110.02 130.000 HOUR| 48.00000 6240.00| 55.00000 7150.00| 55.00000 7150.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0097 9110.03 130.000 HOUR| 44.00000 5720.00| 45.00000 5850.00| 40.00000 5200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0098 9110.07 130.000 HOUR| 32.00000 4160.00| 40.00000 5200.00| 30.00000 3900.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 131,029.63| $ 145,061.00| $ 143,214.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,023,629.99| $ 3,043,479.48| $ 3,270,876.92
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
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 5800.000 SY | 0.51000 2958.00| 0.51000 2958.00| 1.40000 8120.00
EROSION CONTROL | | |
0002 0030.10 LUMP| 4848.00000 4848.00| 5000.00000 5000.00| 4800.00000 4800.00
MOBILIZATION | | |
0003 1009.00 LUMP| 2828.00000 2828.00| 2400.00000 2400.00| 2800.00000 2800.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 154.000 MGAL| 9.09000 1399.86| 6.20000 954.80| 9.00000 1386.00
WATER | | |
0005 1021.10 116.000 EACH| 3.03000 351.48| 10.25000 1189.00| 3.00000 348.00
REMOVE DELINEATOR UNITS | | |
0006 1030.00 6838.000 CY | 4.22000 28856.36| 6.50000 44447.00| 4.18000 28582.84
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1102.00 753.000 SY | 4.55000 3426.15| 3.25000 2447.25| 4.50000 3388.50
REMOVE ASPHALT SURFACE | | |
0008 1106.00 288.000 SY | 4.55000 1310.40| 3.25000 936.00| 4.50000 1296.00
REMOVE DRIVEWAY | | |
0009 1107.00 36.000 SY | 5.05000 181.80| 10.00000 360.00| 5.00000 180.00
REMOVE WALK | | |
0010 4035.00 6.000 EACH| 50.50000 303.00| 125.00000 750.00| 50.00000 300.00
REMOVE FLARED-END SECTION | | |
0011 4050.01 10.000 CY | 20.20000 202.00| 14.50000 145.00| 20.00000 200.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4350.24 26.000 LF | 17.17000 446.42| 32.00000 832.00| 17.00000 442.00
24" CORRUGATED METAL PIPE | | |
0013 4360.24 6.000 EACH| 176.75000 1060.50| 160.00000 960.00| 175.00000 1050.00
24" METAL FLARED-END SECTION | | |
0014 7017.00 950.000 LF | 2.02000 1919.00| 4.00000 3800.00| 2.00000 1900.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 50,090.97| $ 67,179.05| $ 54,793.34
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 5 SEEDING
| | |
0015 L001.02 50.000 ACRE| 369.66000 18483.00| 370.00000 18500.00| 379.00000 18950.00
SEEDING, TYPE B | | |
0016 L032.75 112.500 TON | 70.70000 7953.75| 72.00000 8100.00| 65.00000 7312.50
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0030.50 LUMP| 50.50000 50.50| 2000.00000 2000.00| 1500.00000 1500.00
MOBILIZATION | | |
SECTION TOTALS | $ 26,487.25| $ 28,600.00| $ 27,762.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 691+00
2-36.00' AND 1-48.00' SPANS CONTINUOUS CONCRETE SLAB BRIDGE
| | |
0018 0030.60 LUMP| 10290.00000 10290.00| 10500.00000 10500.00| 10000.00000 10000.00
MOBILIZATION | | |
0019 6007.01 542.200 SY | 15.00000 8133.00| 15.40000 8349.88| 15.00000 8133.00
CLASS I REPAIR | | |
0020 6007.02 108.400 SY | 150.00000 16260.00| 154.00000 16693.60| 150.00000 16260.00
CLASS II REPAIR | | |
0021 6007.03 5.000 SY | 200.00000 1000.00| 205.00000 1025.00| 200.00000 1000.00
CLASS III REPAIR | | |
0022 6008.40 542.200 SY | 30.00000 16266.00| 30.50000 16537.10| 30.00000 16266.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0023 6010.26 34.500 CY | 500.00000 17250.00| 510.00000 17595.00| 500.00000 17250.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0024 6016.02 57.000 CY | 650.00000 37050.00| 670.00000 38190.00| 650.00000 37050.00
CONCRETE FOR OVERLAYS-SF | | |
0025 6020.00 4700.000 LB | 0.70000 3290.00| 0.72000 3384.00| 0.70000 3290.00
REINFORCING STEEL FOR BRIDGE | | |
0026 6030.00 1.000 EACH| 5000.00000 5000.00| 5150.00000 5150.00| 5000.00000 5000.00
PREPARATION OF BRIDGE AT R.P. 013.40 | | |
SECTION TOTALS | $ 114,539.00| $ 117,424.58| $ 114,249.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6A BRIDGE AT STA. 972+16
2-24.00' AND 1-32.00' SPANS CONTINUOUS CONCRETE SLAB BRIDGE
| | |
0027 0030.60 LUMP| 10200.00000 10200.00| 10500.00000 10500.00| 10000.00000 10000.00
MOBILIZATION | | |
0028 6007.01 364.400 SY | 15.00000 5466.00| 15.40000 5611.76| 15.00000 5466.00
CLASS I REPAIR | | |
0029 6007.02 72.900 SY | 150.00000 10935.00| 154.00000 11226.60| 150.00000 10935.00
CLASS II REPAIR | | |
0030 6007.03 5.000 SY | 200.00000 1000.00| 205.00000 1025.00| 200.00000 1000.00
CLASS III REPAIR | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0031 6008.40 364.400 SY | 30.00000 10932.00| 30.50000 11114.20| 30.00000 10932.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0032 6010.26 23.500 CY | 500.00000 11750.00| 510.00000 11985.00| 500.00000 11750.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0033 6016.02 33.300 CY | 650.00000 21645.00| 670.00000 22311.00| 650.00000 21645.00
CONCRETE FOR OVERLAYS-SF | | |
0034 6020.00 3055.000 LB | 0.70000 2138.50| 0.72000 2199.60| 0.70000 2138.50
REINFORCING STEEL FOR BRIDGE | | |
0035 6030.00 1.000 EACH| 5000.00000 5000.00| 5150.00000 5150.00| 5000.00000 5000.00
PREPARATION OF BRIDGE AT R.P. 018.98 | | |
SECTION TOTALS | $ 79,066.50| $ 81,123.16| $ 78,866.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6B BRIDGE AT STA. 1561+25.00
1-50.00, 2-62.00 & 1-76.00 SPANS DECK STEEL GIRDER BRIDGE
| | |
0036 0030.60 LUMP| 2020.00000 2020.00| 2500.00000 2500.00| 2000.00000 2000.00
MOBILIZATION | | |
0037 6010.26 2.750 CY | 1350.00000 3712.50| 1380.00000 3795.00| 1350.00000 3712.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0038 6020.00 565.000 LB | 1.50000 847.50| 1.55000 875.75| 1.50000 847.50
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 6,580.00| $ 7,170.75| $ 6,560.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0039 0030.70 LUMP| 768.18000 768.18| 3000.00000 3000.00| 1750.00000 1750.00
MOBILIZATION | | |
0040 7011.20 443.750 LF | 12.75000 5657.81| 18.70000 8298.13| 12.50000 5546.88
W-BEAM GUARDRAIL | | |
0041 7020.00 12.000 EACH| 1275.00000 15300.00| 1300.00000 15600.00| 1250.00000 15000.00
BRIDGE APPROACH SECTIONS | | |
0042 7021.70 12.000 EACH| 1632.00000 19584.00| 1700.00000 20400.00| 1600.00000 19200.00
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 41,309.99| $ 47,298.13| $ 41,496.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0043 A001.12 3.000 EACH| 300.00000 900.00| 310.00000 930.00| 300.00000 900.00
PULL BOX, TYPE PB-5 | | |
0044 A009.14 7.000 EACH| 1450.00000 10150.00| 1500.00000 10500.00| 1450.00000 10150.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-40-12-0.25 | | |
0045 A020.10 3.000 EACH| 750.00000 2250.00| 775.00000 2325.00| 750.00000 2250.00
LIGHTING CONTROL CENTER, TYPE D | | |
0046 A070.10 576.000 LF | 2.50000 1440.00| 2.55000 1468.80| 2.50000 1440.00
1 1/2-INCH CONDUIT IN TRENCH | | |
0047 A074.12 257.000 LF | 15.00000 3855.00| 15.50000 3983.50| 15.00000 3855.00
1 1/2-INCH CONDUIT, JACKED | | |
0048 A080.22 833.000 LF | 0.55000 458.15| 0.56000 466.48| 0.55000 458.15
STREET LIGHTING CABLE, NO. 6 BARE | | |
0049 A080.24 1666.000 LF | 0.65000 1082.90| 0.66000 1099.56| 0.65000 1082.90
STREET LIGHTING CABLE, NO. 6 USE | | |
0050 0030.81 LUMP| 1144.00000 1144.00| 1000.00000 1000.00| 962.00000 962.00
MOBILIZATION | | |
SECTION TOTALS | $ 21,280.05| $ 21,773.34| $ 21,098.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0051 0002.40 6072.860 STA | 4.75000 28846.09| 4.90000 29757.01| 4.75000 28846.09
TEMPORARY SOLID LINES | | |
0052 0002.45 3036.430 STA | 4.75000 14423.04| 4.90000 14878.51| 4.75000 14423.04
TEMPORARY BROKEN LINES | | |
0053 0030.90 LUMP| 129988.57000 129988.57| 75000.00000 75000.00| 38500.00000 38500.00
MOBILIZATION | | |
0054 1020.03 116.000 EACH| 12.50000 1450.00| 12.75000 1479.00| 12.50000 1450.00
DELINEATOR, TYPE III | | |
0055 2001.00 520.000 CY | 19.45000 10114.00| 11.25000 5850.00| 20.00000 10400.00
GRAVEL SURFACE COURSE | | |
0056 2020.00 1612.000 SY | 6.50000 10478.00| 3.70000 5964.40| 6.00000 9672.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0057 2021.00 14.000 EACH| 50.00000 700.00| 51.00000 714.00| 50.00000 700.00
MAILBOX POST | | |
0058 3016.21 36.000 SY | 30.30000 1090.80| 100.00000 3600.00| 28.00000 1008.00
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0059 3040.12 20.500 SY | 81.56000 1671.98| 62.00000 1271.00| 98.00000 2009.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0060 3040.13 901.200 SY | 71.71000 64625.05| 62.00000 55874.40| 78.00000 70293.60
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0061 4015.00 4.000 EACH| 350.00000 1400.00| 260.00000 1040.00| 1160.00000 4640.00
ADJUST MANHOLE TO GRADE | | |
0062 7500.32 2.000 EACH| 250.00000 500.00| 255.00000 510.00| 250.00000 500.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0063 7502.04 830.000 LF | 1.90000 1577.00| 1.95000 1618.50| 1.90000 1577.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0064 7503.04 18500.000 LF | 1.90000 35150.00| 1.95000 36075.00| 1.90000 35150.00
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0065 7509.04 800.000 LF | 5.70000 4560.00| 5.80000 4640.00| 5.70000 4560.00
12" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0066 9000.75 1250.000 TON | 19.16000 23950.00| 19.80000 24750.00| 19.00000 23750.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0067 9005.00 1400.000 TON | 36.22000 50708.00| 32.00000 44800.00| 40.00000 56000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0068 9005.30 79210.000 TON | 18.94000 1500237.40| 19.80000 1568358.00| 23.35000 1849553.50
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0069 9009.00 14773.000 SY | 2.70000 39887.10| 2.15000 31761.95| 1.10000 16250.30
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0070 9020.91 67.500 TON | 138.45000 9345.38| 136.50000 9213.75| 140.00000 9450.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0071 9021.01 4353.480 TON | 138.45000 602739.31| 136.50000 594250.02| 140.00000 609487.20
PERFORMANCE GRADED BINDER (64-22) | | |
0072 9034.00 1623.000 SY | 2.50000 4057.50| 2.00000 3246.00| 3.00000 4869.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 9053.00 69800.000 GAL | 0.87000 60726.00| 0.75000 52350.00| 0.85000 59330.00
TACK COAT | | |
0074 9111.00 465.000 MGAL| 12.00000 5580.00| 8.00000 3720.00| 6.00000 2790.00
WATER | | |
0075 9170.00 1783.544 STA | 44.95000 80170.30| 85.00000 151601.24| 44.50000 79367.71
EARTH SHOULDER CONSTRUCTION | | |
0076 9173.15 44.996 STA | 90.90000 4090.14| 85.00000 3824.66| 100.00000 4499.60
TRENCHED WIDENING | | |
0077 9173.20 6806.000 SY | 1.20000 8167.20| 2.00000 13612.00| 2.50000 17015.00
SUBGRADE PREPARATION | | |
0078 9179.21 398.742 STA | 92.31000 36807.87| 87.00000 34690.55| 88.00000 35089.30
COLD MILLING, CLASS 1 | | |
0079 9179.23 323.820 STA | 91.22000 29538.86| 85.50000 27686.61| 88.00000 28496.16
COLD MILLING, CLASS 3 | | |
0080 9186.01 36.240 STA | 160.34000 5810.72| 153.00000 5544.72| 150.00000 5436.00
CONCRETE SURFACE MILLING | | |
0081 9188.50 580.000 SY | 16.10000 9338.00| 12.01000 6965.80| 24.75000 14355.00
SURFACING UNDER GUARDRAIL | | |
0082 9206.29 13429.000 SY | 1.86000 24977.94| 1.20000 16114.80| 1.55000 20814.95
NON-WOVEN PAVEMENT OVERLAY FABRIC | | |
0083 9300.50 22.900 LS | 3500.00000 3500.00| 3200.00000 3200.00| 5000.00000 5000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,806,206.25| $ 2,833,961.92| $ 3,065,282.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0084 0001.08 49095.000 BDAY| 0.50000 24547.50| 0.50000 24547.50| 0.50000 24547.50
BARRICADE, TYPE II | | |
0085 0001.10 1336.000 BDAY| 2.50000 3340.00| 2.55000 3406.80| 2.50000 3340.00
BARRICADE, TYPE III | | |
0086 0001.30 604.000 LDAY| 3.00000 1812.00| 3.05000 1842.20| 3.00000 1812.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0087 0001.90 28927.000 EACH| 0.25000 7231.75| 0.26000 7521.02| 0.35000 10124.45
SIGN DAY | | |
0088 0002.30 1320.000 LF | 0.50000 660.00| 0.51000 673.20| 0.50000 660.00
PAVEMENT MARKING REMOVAL | | |
0089 0002.39 1600.000 LF | 1.00000 1600.00| 1.02000 1632.00| 1.00000 1600.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4872 COUNTIES : ADAMS KEARNEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4 CLAY
PROJECT(S) : EACSTPD-74-4(106)
EACSTPD-74-4(107)
PEP-74-4(1007)
====================================================================================================================================
|(4) 0875 |(5) 0574 |(6) 0086
|BROWER CONSTRUCTION CO. |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 0003.10 258.000 DAY | 200.00000 51600.00| 162.00000 41796.00| 200.00000 51600.00
FLAGGING | | |
0091 0003.20 50.000 DAY | 200.00000 10000.00| 260.00000 13000.00| 300.00000 15000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0092 0003.51 820.000 LF | 30.00000 24600.00| 13.00000 10660.00| 6.00000 4920.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0093 0010.04 1.000 EACH| 2850.00000 2850.00| 3000.00000 3000.00| 4000.00000 4000.00
FIELD OFFICE | | |
0094 0030.00 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 25000.00000 25000.00
MOBILIZATION | | |
0095 9110.01 130.000 HOUR| 65.00000 8450.00| 48.00000 6240.00| 45.00000 5850.00
RENTAL OF LOADER, FULLY OPERATED | | |
0096 9110.02 130.000 HOUR| 65.00000 8450.00| 62.00000 8060.00| 75.00000 9750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0097 9110.03 130.000 HOUR| 55.00000 7150.00| 42.00000 5460.00| 45.00000 5850.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0098 9110.07 130.000 HOUR| 45.00000 5850.00| 33.50000 4355.00| 45.00000 5850.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 161,641.25| $ 137,193.72| $ 169,903.95
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,307,201.26| $ 3,341,724.65| $ 3,580,012.67
====================================================================================================================================