|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
CONTRACT DESCRIPTION : EACSTPD-EACBR-57-4(110)
N-57, NEWCASTLE NORTH & NORTH OF N-15/US-20.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
1661 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
1661 LETTING IS LIMITED TO 4,500,000.00.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0875 BROWER CONSTRUCTION CO. $ 2,766,874.47 100.0000%
2 1344 DOBSON BROTHERS CONSTRUCTION COMPANY $ 2,817,736.37 101.8382%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,989,636.73 108.0510%
4 0574 CONSTRUCTORS, INC. $ 3,131,980.87 113.1956%
5 0086 HENNINGSEN CONST., INC. $ 3,155,228.63 114.0358%
6 1661 U.S. ASPHALT CO. $ 3,458,643.21 125.0018%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 48+86.40
1-26.00 M SPAN PRESTRESSED CONCRETE INVERTED TEE GIRDER BRDG
| | |
0001 0030.60 LUMP| 25312.50000 25312.50| 25000.00000 25000.00| 26000.00000 26000.00
MOBILIZATION | | |
0002 1043.50 422.000 m2 | 2.53000 1067.66| 2.50000 1055.00| 2.50000 1055.00
RIPRAP FILTER FABRIC | | |
0003 3050.15 117.100 m3 | 258.19000 30234.05| 255.00000 29860.50| 256.00000 29977.60
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0004 3051.10 7695.000 kg | 1.37000 10542.15| 1.35000 10388.25| 1.36000 10465.20
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0005 6000.10 50.000 LS | 5062.50000 5062.50| 5000.00000 5000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0006 6000.11 50.000 LS | 5062.50000 5062.50| 5000.00000 5000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0007 6010.22 47.700 m3 | 470.81000 22457.64| 465.00000 22180.50| 470.00000 22419.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0008 6010.26 71.500 m3 | 506.25000 36196.88| 500.00000 35750.00| 505.00000 36107.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0009 6011.11 85.200 LS | 101250.00000 101250.00| 100000.00000 100000.00| 101000.00000 101000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 48+86.40 | | |
0010 6040.00 1.000 EACH| 18225.00000 18225.00| 18000.00000 18000.00| 18000.00000 18000.00
REMOVE STRUCTURE AT STA. 48+90.60 | | |
0011 6104.00 415.000 Mg | 22.28000 9246.20| 22.00000 9130.00| 22.50000 9337.50
BROKEN CONCRETE RIPRAP | | |
0012 6131.50 10430.000 kg | 1.37000 14289.10| 1.35000 14080.50| 1.36000 14184.80
EPOXY COATED REINFORCING STEEL | | |
0013 6139.50 34.000 m2 | 33.41000 1135.94| 33.00000 1122.00| 33.00000 1122.00
SUBSURFACE DRAINAGE MATTING | | |
0014 6200.00 377.900 m | 85.05000 32140.40| 84.00000 31743.60| 85.00000 32121.50
CONCRETE PILING | | |
0015 6310.00 254.500 m2 | 126.56000 32209.52| 125.00000 31812.50| 126.00000 32067.00
STEEL SHEET PILING | | |
0016 8091.00 110.000 m3 | 36.45000 4009.50| 36.00000 3960.00| 36.00000 3960.00
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 348,441.54| $ 344,082.85| $ 347,817.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 154+20.96
1-15.00 M & 2-14.00 M SPANS PREST CONC INVERTED TEE GRDR BR
| | |
0017 0030.60 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| 46000.00000 46000.00
MOBILIZATION | | |
0018 1043.50 623.000 m2 | 2.50000 1557.50| 2.50000 1557.50| 2.50000 1557.50
RIPRAP FILTER FABRIC | | |
0019 3050.15 116.400 m3 | 240.00000 27936.00| 240.00000 27936.00| 242.00000 28168.80
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0020 3051.10 7710.000 kg | 1.20000 9252.00| 1.20000 9252.00| 1.21000 9329.10
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0021 6000.10 45.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0022 6000.11 45.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0023 6001.50 10.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
BENT NO.1 EXCAVATION | | |
0024 6001.51 10.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
BENT NO.2 EXCAVATION | | |
0025 6010.22 130.300 m3 | 500.00000 65150.00| 500.00000 65150.00| 505.00000 65801.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0026 6010.26 103.700 m3 | 500.00000 51850.00| 500.00000 51850.00| 505.00000 52368.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0027 6011.11 92.300 LS | 115000.00000 115000.00| 15000.00000 15000.00| 116000.00000 116000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 154+20.96 | | |
0028 6040.00 1.000 EACH| 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00
REMOVE STRUCTURE AT STA. 154+21.00 | | |
0029 6080.00 720.000 kg | 5.00000 3600.00| 5.00000 3600.00| 5.00000 3600.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0030 6104.00 600.000 Mg | 17.00000 10200.00| 17.00000 10200.00| 17.50000 10500.00
BROKEN CONCRETE RIPRAP | | |
0031 6131.50 19455.000 kg | 1.20000 23346.00| 1.20000 23346.00| 1.21000 23540.55
EPOXY COATED REINFORCING STEEL | | |
0032 6139.50 28.000 m2 | 40.00000 1120.00| 40.00000 1120.00| 41.00000 1148.00
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 6210.12 427.200 m | 66.00000 28195.20| 66.00000 28195.20| 66.50000 28408.80
HP 250 mm X 62 kg STEEL PILING | | |
0034 6310.00 254.400 m2 | 130.00000 33072.00| 130.00000 33072.00| 131.00000 33326.40
STEEL SHEET PILING | | |
0035 8091.00 115.000 m3 | 25.00000 2875.00| 25.00000 2875.00| 25.00000 2875.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 463,153.70| $ 363,153.70| $ 467,624.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0036 0030.70 LUMP| 1464.39000 1464.39| 2000.00000 2000.00| 1500.00000 1500.00
MOBILIZATION | | |
0037 7011.20 99.000 m | 42.74000 4231.26| 42.00000 4158.00| 42.00000 4158.00
W-BEAM GUARDRAIL | | |
0038 7017.00 168.000 m | 8.50000 1428.00| 8.35000 1402.80| 8.35000 1402.80
REMOVE GUARDRAIL | | |
0039 7018.01 168.000 m | 36.63000 6153.84| 36.00000 6048.00| 36.00000 6048.00
RESET GUARDRAIL | | |
0040 7020.00 10.000 EACH| 1221.00000 12210.00| 1200.00000 12000.00| 1200.00000 12000.00
BRIDGE APPROACH SECTIONS | | |
0041 7021.70 10.000 EACH| 1526.25000 15262.50| 1500.00000 15000.00| 1500.00000 15000.00
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 40,749.99| $ 40,608.80| $ 40,108.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0042 A009.14 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0043 A020.10 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00
LIGHTING CONTROL CENTER, TYPE D | | |
0044 A070.10 80.000 m | 5.00000 400.00| 5.00000 400.00| 5.00000 400.00
38 mm CONDUIT IN TRENCH | | |
0045 A072.10 10.000 m | 5.00000 50.00| 5.00000 50.00| 5.00000 50.00
38 mm CONDUIT UNDER ROADWAY | | |
0046 A080.22 90.000 m | 1.00000 90.00| 1.00000 90.00| 1.00000 90.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0047 A080.24 180.000 m | 1.65000 297.00| 1.65000 297.00| 1.75000 315.00
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0048 0030.81 LUMP| 2182.00000 2182.00| 2100.00000 2100.00| 2200.00000 2200.00
MOBILIZATION | | |
SECTION TOTALS | $ 8,219.00| $ 8,137.00| $ 8,255.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0049 L001.01 3.500 ha | 2115.95000 7405.83| 1900.00000 6650.00| 2100.00000 7350.00
SEEDING, TYPE A | | |
0050 L001.02 15.200 ha | 1064.54000 16181.01| 900.00000 13680.00| 1060.00000 16112.00
SEEDING, TYPE B | | |
0051 L020.00 2441.400 m2 | 1.65000 4028.31| 1.20000 2929.68| 1.65000 4028.31
EROSION CONTROL | | |
0052 L020.02 10142.000 m2 | 1.57000 15922.94| 1.20000 12170.40| 1.56000 15821.52
EROSION CONTROL, TYPE B | | |
0053 L020.07 4973.000 m2 | 3.78000 18797.94| 3.75000 18648.75| 3.75000 18648.75
EROSION CONTROL, TYPE B-1 | | |
0054 L022.11 98.000 m | 12.52000 1226.96| 9.00000 882.00| 12.50000 1225.00
FABRIC SILT FENCE-LOW POROSITY | | |
0055 L032.75 93.700 Mg | 78.78000 7381.69| 60.00000 5622.00| 80.00000 7496.00
MULCH | | |
0056 0002.40 320.160 StaM| 18.00000 5762.88| 18.00000 5762.88| 18.25000 5842.92
TEMPORARY SOLID LINES | | |
0057 0002.45 640.320 StaM| 18.00000 11525.76| 18.00000 11525.76| 18.25000 11685.84
TEMPORARY BROKEN LINES | | |
0058 0030.90 LUMP| 44244.29000 44244.29| 75000.00000 75000.00| 15000.00000 15000.00
MOBILIZATION | | |
0059 1009.00 LUMP| 3000.00000 3000.00| 2683.82000 2683.82| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0060 1020.03 93.000 EACH| 12.50000 1162.50| 12.50000 1162.50| 13.00000 1209.00
DELINEATOR, TYPE III | | |
0061 1030.00 3050.000 m3 | 5.50000 16775.00| 5.17000 15768.50| 6.60000 20130.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0062 1102.00 585.400 m2 | 5.00000 2927.00| 12.37000 7241.40| 2.50000 1463.50
REMOVE ASPHALT SURFACE | | |
0063 2001.00 210.000 m3 | 17.33000 3639.30| 19.86000 4170.60| 18.50000 3885.00
GRAVEL SURFACE COURSE | | |
0064 2020.00 915.000 m2 | 6.00000 5490.00| 6.59000 6029.85| 2.00000 1830.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2021.00 13.000 EACH| 50.00000 650.00| 50.00000 650.00| 50.00000 650.00
MAILBOX POST | | |
0066 3014.12 152.000 m | 69.00000 10488.00| 49.32000 7496.64| 60.00000 9120.00
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0067 3016.21 802.000 m2 | 43.05000 34526.10| 32.88000 26369.76| 50.00000 40100.00
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0068 3089.25 373.000 m2 | 53.36000 19903.28| 30.91000 11529.43| 60.00000 22380.00
TEMPORARY SURFACING | | |
0069 5812.00 4.000 EACH| 780.00000 3120.00| 2000.00000 8000.00| 500.00000 2000.00
EXHIBIT BASE | | |
0070 5812.01 4.000 EACH| 900.00000 3600.00| 2000.00000 8000.00| 500.00000 2000.00
PILLAR BASE | | |
0071 6406.00 640.000 m | 50.50000 32320.00| 81.65000 52256.00| 92.00000 58880.00
PEDESTRIAN HANDRAIL | | |
0072 9000.75 750.000 Mg | 15.08000 11310.00| 15.00000 11250.00| 17.10000 12825.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP1(12.5) | | |
0073 9000.75 500.000 Mg | 17.23000 8615.00| 16.00000 8000.00| 19.00000 9500.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(12.5) | | |
0074 9005.00 250.000 Mg | 33.27000 8317.50| 27.09000 6772.50| 25.35000 6337.50
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0075 9005.25 31460.000 Mg | 15.08000 474416.80| 17.93000 564077.80| 19.70000 619762.00
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0076 9005.30 20030.000 Mg | 17.23000 345116.90| 19.01000 380770.30| 21.25000 425637.50
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0077 9009.00 5425.000 m2 | 2.70000 14647.50| 1.96000 10633.00| 1.20000 6510.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0078 9020.91 66.500 Mg | 176.81000 11757.87| 175.00000 11637.50| 176.00000 11704.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0079 9021.01 2753.900 Mg | 176.81000 486917.06| 175.00000 481932.50| 176.00000 484686.40
PERFORMANCE GRADED BINDER (64-22) | | |
0080 9034.00 698.000 m2 | 2.50000 1745.00| 2.01000 1402.98| 1.75000 1221.50
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0081 9053.00 54470.000 L | 0.21000 11438.70| 0.21000 11438.70| 0.25000 13617.50
TACK COAT | | |
0082 9110.01 55.000 HOUR| 65.00000 3575.00| 50.00000 2750.00| 55.00000 3025.00
RENTAL OF LOADER, FULLY OPERATED | | |
0083 9110.02 50.000 HOUR| 65.00000 3250.00| 50.00000 2500.00| 55.00000 2750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0084 9110.03 55.000 HOUR| 55.00000 3025.00| 44.00000 2420.00| 40.00000 2200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0085 9110.07 55.000 HOUR| 45.00000 2475.00| 32.00000 1760.00| 30.00000 1650.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0086 9111.00 1547.000 kL | 2.60000 4022.20| 2.36000 3650.92| 2.00000 3094.00
WATER | | |
0087 9170.00 319.194 StaM| 150.38000 48000.39| 189.17000 60381.93| 160.00000 51071.04
EARTH SHOULDER CONSTRUCTION | | |
0088 9170.01 9.494 StaM| 2573.60000 24433.76| 2058.26000 19541.12| 1800.00000 17089.20
EARTH SHOULDER CONSTRUCTION | | |
0089 9171.20 33863.000 m2 | 0.79000 26751.77| 1.20000 40635.60| 1.20000 40635.60
SUBGRADE RECONSTRUCTION | | |
0090 9173.20 6898.000 m2 | 0.76000 5242.48| 2.04000 14071.92| 1.20000 8277.60
SUBGRADE PREPARATION | | |
0091 9179.23 160.540 StaM| 418.74000 67224.52| 334.33000 53673.34| 310.00000 49767.40
COLD MILLING, CLASS 3 | | |
0092 9188.50 708.000 m2 | 11.00000 7788.00| 14.83000 10499.64| 30.00000 21240.00
SURFACING UNDER GUARDRAIL | | |
0093 9300.50 20.664 LS | 3500.00000 3500.00| 3143.20000 3143.20| 4000.00000 4000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,843,649.24| $ 2,007,172.92| $ 2,069,459.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10A GENERAL ITEMS
| | |
0094 0001.08 17383.000 BDAY| 0.50000 8691.50| 0.50000 8691.50| 0.50000 8691.50
BARRICADE, TYPE II | | |
0095 0001.10 2712.000 BDAY| 2.00000 5424.00| 2.00000 5424.00| 2.10000 5695.20
BARRICADE, TYPE III | | |
0096 0001.30 738.000 LDAY| 2.25000 1660.50| 2.25000 1660.50| 2.30000 1697.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0097 0001.90 20350.000 EACH| 0.10000 2035.00| 0.10000 2035.00| 0.11000 2238.50
SIGN DAY | | |
0098 0002.30 530.000 m | 1.00000 530.00| 1.00000 530.00| 1.00000 530.00
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(1) 0875 |(2) 1344 |(3) 0477
|BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION|WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0099 0002.39 990.000 m | 3.00000 2970.00| 3.00000 2970.00| 3.00000 2970.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0100 0003.10 100.000 DAY | 200.00000 20000.00| 167.43000 16743.00| 185.00000 18500.00
FLAGGING | | |
0101 0003.51 230.000 m | 65.00000 14950.00| 45.00000 10350.00| 35.00000 8050.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0102 0010.04 2.000 EACH| 1700.00000 3400.00| 1838.55000 3677.10| 3500.00000 7000.00
FIELD OFFICE | | |
0103 0030.00 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 62,661.00| $ 54,581.10| $ 56,372.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,766,874.47| $ 2,817,736.37| $ 2,989,636.73
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 48+86.40
1-26.00 M SPAN PRESTRESSED CONCRETE INVERTED TEE GIRDER BRDG
| | |
0001 0030.60 LUMP| 26000.00000 26000.00| 25000.00000 25000.00| 25754.55000 25754.55
MOBILIZATION | | |
0002 1043.50 422.000 m2 | 2.55000 1076.10| 2.50000 1055.00| 2.58000 1088.76
RIPRAP FILTER FABRIC | | |
0003 3050.15 117.100 m3 | 262.00000 30680.20| 255.00000 29860.50| 262.70000 30762.17
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0004 3051.10 7695.000 kg | 1.38000 10619.10| 1.35000 10388.25| 1.39000 10696.05
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0005 6000.10 50.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5150.91000 5150.91
ABUTMENT NO.1 EXCAVATION | | |
0006 6000.11 50.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5150.91000 5150.91
ABUTMENT NO.2 EXCAVATION | | |
0007 6010.22 47.700 m3 | 500.00000 23850.00| 465.00000 22180.50| 499.64000 23832.83
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0008 6010.26 71.500 m3 | 515.00000 36822.50| 500.00000 35750.00| 515.09000 36828.94
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0009 6011.11 85.200 LS | 103000.00000 103000.00| 100000.00000 100000.00| 103018.22000 103018.22
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 48+86.40 | | |
0010 6040.00 1.000 EACH| 18500.00000 18500.00| 18000.00000 18000.00| 18543.28000 18543.28
REMOVE STRUCTURE AT STA. 48+90.60 | | |
0011 6104.00 415.000 Mg | 22.50000 9337.50| 22.00000 9130.00| 22.66000 9403.90
BROKEN CONCRETE RIPRAP | | |
0012 6131.50 10430.000 kg | 1.38000 14393.40| 1.35000 14080.50| 1.39000 14497.70
EPOXY COATED REINFORCING STEEL | | |
0013 6139.50 34.000 m2 | 34.00000 1156.00| 33.00000 1122.00| 34.00000 1156.00
SUBSURFACE DRAINAGE MATTING | | |
0014 6200.00 377.900 m | 86.00000 32499.40| 84.00000 31743.60| 86.54000 32703.47
CONCRETE PILING | | |
0015 6310.00 254.500 m2 | 129.00000 32830.50| 125.00000 31812.50| 128.77000 32771.97
STEEL SHEET PILING | | |
0016 8091.00 110.000 m3 | 37.00000 4070.00| 36.00000 3960.00| 37.09000 4079.90
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 355,234.70| $ 344,082.85| $ 355,439.56
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 154+20.96
1-15.00 M & 2-14.00 M SPANS PREST CONC INVERTED TEE GRDR BR
| | |
0017 0030.60 LUMP| 47000.00000 47000.00| 45000.00000 45000.00| 46358.20000 46358.20
MOBILIZATION | | |
0018 1043.50 623.000 m2 | 2.58000 1607.34| 2.50000 1557.50| 2.58000 1607.34
RIPRAP FILTER FABRIC | | |
0019 3050.15 116.400 m3 | 245.00000 28518.00| 240.00000 27936.00| 247.24000 28778.74
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0020 3051.10 7710.000 kg | 1.22000 9406.20| 1.20000 9252.00| 1.24000 9560.40
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0021 6000.10 45.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5150.91000 5150.91
ABUTMENT NO.1 EXCAVATION | | |
0022 6000.11 45.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5150.91000 5150.91
ABUTMENT NO.2 EXCAVATION | | |
0023 6001.50 10.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5150.91000 5150.91
BENT NO.1 EXCAVATION | | |
0024 6001.51 10.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5150.91000 5150.91
BENT NO.2 EXCAVATION | | |
0025 6010.22 130.300 m3 | 515.00000 67104.50| 500.00000 65150.00| 515.09000 67116.23
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0026 6010.26 103.700 m3 | 515.00000 53405.50| 500.00000 51850.00| 515.09000 53414.83
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0027 6011.11 92.300 LS | 119000.00000 119000.00| 115000.00000 115000.00| 118470.95000 118470.95
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 154+20.96 | | |
0028 6040.00 1.000 EACH| 25800.00000 25800.00| 25000.00000 25000.00| 25754.55000 25754.55
REMOVE STRUCTURE AT STA. 154+21.00 | | |
0029 6080.00 720.000 kg | 5.15000 3708.00| 5.00000 3600.00| 5.15000 3708.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0030 6104.00 600.000 Mg | 17.50000 10500.00| 17.00000 10200.00| 17.51000 10506.00
BROKEN CONCRETE RIPRAP | | |
0031 6131.50 19455.000 kg | 1.22000 23735.10| 1.20000 23346.00| 1.24000 24124.20
EPOXY COATED REINFORCING STEEL | | |
0032 6139.50 28.000 m2 | 41.00000 1148.00| 40.00000 1120.00| 41.21000 1153.88
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 6210.12 427.200 m | 68.00000 29049.60| 66.00000 28195.20| 67.99000 29045.33
HP 250 mm X 62 kg STEEL PILING | | |
0034 6310.00 254.400 m2 | 133.00000 33835.20| 130.00000 33072.00| 133.92000 34069.25
STEEL SHEET PILING | | |
0035 8091.00 115.000 m3 | 25.50000 2932.50| 25.00000 2875.00| 25.75000 2961.25
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 477,549.94| $ 463,153.70| $ 477,232.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0036 0030.70 LUMP| 1900.00000 1900.00| 2500.00000 2500.00| 1482.64000 1482.64
MOBILIZATION | | |
0037 7011.20 99.000 m | 43.00000 4257.00| 42.00000 4158.00| 43.27000 4283.73
W-BEAM GUARDRAIL | | |
0038 7017.00 168.000 m | 8.50000 1428.00| 8.35000 1402.80| 8.60000 1444.80
REMOVE GUARDRAIL | | |
0039 7018.01 168.000 m | 37.00000 6216.00| 36.00000 6048.00| 37.09000 6231.12
RESET GUARDRAIL | | |
0040 7020.00 10.000 EACH| 1240.00000 12400.00| 1200.00000 12000.00| 1236.22000 12362.20
BRIDGE APPROACH SECTIONS | | |
0041 7021.70 10.000 EACH| 1550.00000 15500.00| 1500.00000 15000.00| 1545.27000 15452.70
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 41,701.00| $ 41,108.80| $ 41,257.19
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0042 A009.14 2.000 EACH| 1860.00000 3720.00| 1800.00000 3600.00| 1854.33000 3708.66
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0043 A020.10 1.000 EACH| 1650.00000 1650.00| 1600.00000 1600.00| 1648.29000 1648.29
LIGHTING CONTROL CENTER, TYPE D | | |
0044 A070.10 80.000 m | 5.15000 412.00| 5.00000 400.00| 5.15000 412.00
38 mm CONDUIT IN TRENCH | | |
0045 A072.10 10.000 m | 5.15000 51.50| 5.00000 50.00| 5.15000 51.50
38 mm CONDUIT UNDER ROADWAY | | |
0046 A080.22 90.000 m | 1.00000 90.00| 1.10000 99.00| 1.03000 92.70
STREET LIGHTING CABLE, NO. 6 BARE | | |
0047 A080.24 180.000 m | 1.70000 306.00| 1.65000 297.00| 1.70000 306.00
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0048 0030.81 LUMP| 2100.00000 2100.00| 2100.00000 2100.00| 2163.38000 2163.38
MOBILIZATION | | |
SECTION TOTALS | $ 8,329.50| $ 8,146.00| $ 8,382.53
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0049 L001.01 3.500 ha | 1960.00000 6860.00| 2095.00000 7332.50| 1957.35000 6850.73
SEEDING, TYPE A | | |
0050 L001.02 15.200 ha | 930.00000 14136.00| 1054.00000 16020.80| 927.16000 14092.83
SEEDING, TYPE B | | |
0051 L020.00 2441.400 m2 | 1.22000 2978.51| 1.63000 3979.48| 1.24000 3027.34
EROSION CONTROL | | |
0052 L020.02 10142.000 m2 | 1.22000 12373.24| 1.55000 15720.10| 1.24000 12576.08
EROSION CONTROL, TYPE B | | |
0053 L020.07 4973.000 m2 | 3.80000 18897.40| 3.74000 18599.02| 3.86000 19195.78
EROSION CONTROL, TYPE B-1 | | |
0054 L022.11 98.000 m | 9.25000 906.50| 12.40000 1215.20| 9.27000 908.46
FABRIC SILT FENCE-LOW POROSITY | | |
0055 L032.75 93.700 Mg | 62.00000 5809.40| 78.00000 7308.60| 61.81000 5791.60
MULCH | | |
0056 0002.40 320.160 StaM| 18.50000 5922.96| 18.00000 5762.88| 18.54000 5935.77
TEMPORARY SOLID LINES | | |
0057 0002.45 640.320 StaM| 18.50000 11845.92| 18.00000 11525.76| 18.54000 11871.53
TEMPORARY BROKEN LINES | | |
0058 0030.90 LUMP| 80000.00000 80000.00| 39000.00000 39000.00| 46127.96000 46127.96
MOBILIZATION | | |
0059 1009.00 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 5150.91000 5150.91
GENERAL CLEARING AND GRUBBING | | |
0060 1020.03 93.000 EACH| 12.90000 1199.70| 12.50000 1162.50| 12.88000 1197.84
DELINEATOR, TYPE III | | |
0061 1030.00 3050.000 m3 | 8.20000 25010.00| 5.25000 16012.50| 5.41000 16500.50
EARTHWORK MEASURED IN EMBANKMENT | | |
0062 1102.00 585.400 m2 | 2.60000 1522.04| 7.50000 4390.50| 4.56000 2669.42
REMOVE ASPHALT SURFACE | | |
0063 2001.00 210.000 m3 | 14.75000 3097.50| 19.50000 4095.00| 36.39000 7641.90
GRAVEL SURFACE COURSE | | |
0064 2020.00 915.000 m2 | 4.75000 4346.25| 7.00000 6405.00| 3.89000 3559.35
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2021.00 13.000 EACH| 62.00000 806.00| 50.00000 650.00| 51.51000 669.63
MAILBOX POST | | |
0066 3014.12 152.000 m | 80.00000 12160.00| 58.00000 8816.00| 81.33000 12362.16
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0067 3016.21 802.000 m2 | 60.00000 48120.00| 40.50000 32481.00| 60.99000 48913.98
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0068 3089.25 373.000 m2 | 42.40000 15815.20| 46.50000 17344.50| 40.66000 15166.18
TEMPORARY SURFACING | | |
0069 5812.00 4.000 EACH| 4600.00000 18400.00| 2500.00000 10000.00| 18028.19000 72112.76
EXHIBIT BASE | | |
0070 5812.01 4.000 EACH| 3900.00000 15600.00| 2000.00000 8000.00| 7726.37000 30905.48
PILLAR BASE | | |
0071 6406.00 640.000 m | 89.00000 56960.00| 50.00000 32000.00| 94.42000 60428.80
PEDESTRIAN HANDRAIL | | |
0072 9000.75 750.000 Mg | 19.30000 14475.00| 18.00000 13500.00| 25.33000 18997.50
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP1(12.5) | | |
0073 9000.75 500.000 Mg | 20.35000 10175.00| 18.00000 9000.00| 29.60000 14800.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(12.5) | | |
0074 9005.00 250.000 Mg | 32.50000 8125.00| 40.00000 10000.00| 41.32000 10330.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0075 9005.25 31460.000 Mg | 19.85000 624481.00| 22.49000 707535.40| 25.23000 793735.80
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0076 9005.30 20030.000 Mg | 20.35000 407610.50| 22.49000 450474.70| 25.63000 513368.90
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0077 9009.00 5425.000 m2 | 2.60000 14105.00| 1.30000 7052.50| 4.22000 22893.50
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0078 9020.91 66.500 Mg | 175.50000 11670.75| 175.00000 11637.50| 181.69000 12082.39
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0079 9021.01 2753.900 Mg | 175.50000 483309.45| 175.00000 481932.50| 181.69000 500356.09
PERFORMANCE GRADED BINDER (64-22) | | |
0080 9034.00 698.000 m2 | 2.15000 1500.70| 2.50000 1745.00| 1.59000 1109.82
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0081 9053.00 54470.000 L | 0.21000 11438.70| 0.25000 13617.50| 0.22000 11983.40
TACK COAT | | |
0082 9110.01 55.000 HOUR| 50.00000 2750.00| 45.00000 2475.00| 65.55000 3605.25
RENTAL OF LOADER, FULLY OPERATED | | |
0083 9110.02 50.000 HOUR| 65.00000 3250.00| 75.00000 3750.00| 56.15000 2807.50
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0084 9110.03 55.000 HOUR| 42.00000 2310.00| 45.00000 2475.00| 51.15000 2813.25
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0085 9110.07 55.000 HOUR| 33.00000 1815.00| 45.00000 2475.00| 42.35000 2329.25
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0086 9111.00 1547.000 kL | 2.20000 3403.40| 2.35000 3635.45| 2.72000 4207.84
WATER | | |
0087 9170.00 319.194 StaM| 320.00000 102142.08| 190.00000 60646.86| 180.28000 57544.29
EARTH SHOULDER CONSTRUCTION | | |
0088 9170.01 9.494 StaM| 500.00000 4747.00| 2020.00000 19177.88| 180.28000 1711.58
EARTH SHOULDER CONSTRUCTION | | |
0089 9171.20 33863.000 m2 | 0.87000 29460.81| 1.75000 59260.25| 1.34000 45376.42
SUBGRADE RECONSTRUCTION | | |
0090 9173.20 6898.000 m2 | 1.30000 8967.40| 1.30000 8967.40| 1.24000 8553.52
SUBGRADE PREPARATION | | |
0091 9179.23 160.540 StaM| 418.00000 67105.72| 325.00000 52175.50| 319.36000 51270.05
COLD MILLING, CLASS 3 | | |
0092 9188.50 708.000 m2 | 23.50000 16638.00| 27.00000 19116.00| 24.64000 17445.12
SURFACING UNDER GUARDRAIL | | |
0093 9300.50 20.664 LS | 1300.00000 1300.00| 5000.00000 5000.00| 3273.51000 3273.51
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,195,047.13| $ 2,215,970.78| $ 2,504,251.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10A GENERAL ITEMS
| | |
0094 0001.08 17383.000 BDAY| 0.50000 8691.50| 0.50000 8691.50| 0.50000 8691.50
BARRICADE, TYPE II | | |
0095 0001.10 2712.000 BDAY| 2.05000 5559.60| 2.00000 5424.00| 2.06000 5586.72
BARRICADE, TYPE III | | |
0096 0001.30 738.000 LDAY| 2.30000 1697.40| 2.25000 1660.50| 2.32000 1712.16
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0097 0001.90 20350.000 EACH| 0.10000 2035.00| 0.25000 5087.50| 0.10000 2035.00
SIGN DAY | | |
0098 0002.30 530.000 m | 1.02000 540.60| 1.10000 583.00| 1.03000 545.90
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 32041 COUNTIES : DIXON CEDAR
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : DPS-EACNH-57-4(108)
EACSTPD-EACBR-57-4(110)
====================================================================================================================================
|(4) 0574 |(5) 0086 |(6) 1661
|CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0099 0002.39 990.000 m | 3.05000 3019.50| 3.00000 2970.00| 3.09000 3059.10
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0100 0003.10 100.000 DAY | 160.00000 16000.00| 200.00000 20000.00| 179.49000 17949.00
FLAGGING | | |
0101 0003.51 230.000 m | 42.50000 9775.00| 45.00000 10350.00| 31.08000 7148.40
INSTALL CONCRETE PROTECTION BARRIER | | |
0102 0010.04 2.000 EACH| 1900.00000 3800.00| 2500.00000 5000.00| 1442.26000 2884.52
FIELD OFFICE | | |
0103 0030.00 LUMP| 3000.00000 3000.00| 23000.00000 23000.00| 22466.87000 22466.87
MOBILIZATION | | |
SECTION TOTALS | $ 54,118.60| $ 82,766.50| $ 72,079.17
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,131,980.87| $ 3,155,228.63| $ 3,458,643.21
====================================================================================================================================