|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
CONTRACT DESCRIPTION :
ON N-14 SOUTH OF VERDIGRE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0574 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0574 LETTING IS LIMITED TO $10,000,000.00 (TEN MILLION).
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 2,308,102.85 100.0000%
2 0574 CONSTRUCTORS, INC. $ 2,308,552.07 100.0194%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,345,735.00 101.6304%
4 1661 U.S. ASPHALT CO. $ 2,385,069.75 103.3346%
5 0875 BROWER CONSTRUCTION CO. $ 2,410,826.96 104.4505%
6 0086 HENNINGSEN CONST., INC. $ 2,455,893.25 106.4031%
7 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,628,445.14 113.8790%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.50 1.000 ha | 500.00000 500.00| 505.00000 505.00| 1000.00000 1000.00
TEMPORARY SEEDING | | |
0002 L020.01 887.000 m2 | 5.75000 5100.25| 5.80000 5144.60| 6.15000 5455.05
EROSION CONTROL, TYPE A | | |
0003 L020.08 423.000 m2 | 5.20000 2199.60| 5.25000 2220.75| 6.25000 2643.75
EROSION CONTROL, TYPE AA | | |
0004 L020.09 729.000 m2 | 13.00000 9477.00| 13.25000 9659.25| 13.25000 9659.25
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 504.000 m2 | 1.65000 831.60| 1.65000 831.60| 1.75000 882.00
EROSION CONTROL, TYPE HV | | |
0006 L021.06 12.000 BALE| 15.00000 180.00| 15.30000 183.60| 12.50000 150.00
EROSION CHECKS, TYPE HV | | |
0007 L021.11 54.000 BALE| 17.00000 918.00| 17.40000 939.60| 27.50000 1485.00
EROSION CHECKS, TYPE ST-A | | |
0008 L021.21 24.000 BALE| 17.00000 408.00| 17.40000 417.60| 20.00000 480.00
EROSION CHECKS, TYPE AA | | |
0009 L021.22 12.000 BALE| 16.00000 192.00| 16.15000 193.80| 27.50000 330.00
EROSION CHECKS, TYPE AAA | | |
0010 L022.11 365.000 m | 6.20000 2263.00| 6.25000 2281.25| 6.75000 2463.75
FABRIC SILT FENCE-LOW POROSITY | | |
0011 L022.25 266.000 m | 6.25000 1662.50| 6.25000 1662.50| 12.50000 3325.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0012 L022.75 58.000 m | 27.00000 1566.00| 27.40000 1589.20| 22.00000 1276.00
TEMPORARY SILT CHECK | | |
0013 0030.10 LUMP| 8500.00000 8500.00| 6000.00000 6000.00| 5500.00000 5500.00
MOBILIZATION | | |
0014 1009.00 LUMP| 2200.00000 2200.00| 3450.00000 3450.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0015 1010.01 11727.000 m3 | 3.92000 45969.84| 4.00000 46908.00| 3.95000 46321.65
EXCAVATION (ESTABLISHED QUANTITY) | | |
0016 1011.00 1185.000 kL | 1.00000 1185.00| 1.00000 1185.00| 1.00000 1185.00
WATER | | |
0017 1012.00 9.000 EACH| 60.00000 540.00| 61.00000 549.00| 60.00000 540.00
RIGHT-OF-WAY MARKERS | | |
0018 1030.00 15927.000 m3 | 3.92000 62433.84| 4.00000 63708.00| 3.95000 62911.65
EARTHWORK MEASURED IN EMBANKMENT | | |
0019 1102.00 6877.000 m2 | 2.39000 16436.03| 2.40000 16504.80| 2.40000 16504.80
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1106.00 396.000 m2 | 3.00000 1188.00| 3.05000 1207.80| 3.00000 1188.00
REMOVE DRIVEWAY | | |
0021 1109.00 155.200 m | 7.00000 1086.40| 7.15000 1109.68| 7.00000 1086.40
REMOVE CURB | | |
0022 1300.24 36.500 m | 35.00000 1277.50| 35.15000 1282.98| 35.00000 1277.50
600 mm DRIVEWAY CULVERT PIPE TYPE 3,4 | | |
OR 5 | | |
0023 1701.24 36.500 m | 35.00000 1277.50| 35.20000 1284.80| 35.00000 1277.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 167,392.06| $ 168,818.81| $ 169,442.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0024 P300.24 12.300 m | 67.00000 824.10| 66.00000 811.80| 67.00000 824.10
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0025 0030.40 LUMP| 500.00000 500.00| 1015.00000 1015.00| 600.00000 600.00
MOBILIZATION | | |
0026 4035.25 3.000 EACH| 175.00000 525.00| 97.00000 291.00| 175.00000 525.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0027 4050.01 5.000 m3 | 50.00000 250.00| 25.25000 126.25| 50.00000 250.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4362.24 3.000 EACH| 275.00000 825.00| 225.00000 675.00| 275.00000 825.00
INSTALL 600 mm METAL FLARED-END SECTION | | |
SECTION TOTALS | $ 2,924.10| $ 2,919.05| $ 3,024.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0029 L001.01 1.500 ha | 1323.00000 1984.50| 1350.00000 2025.00| 1650.00000 2475.00
SEEDING, TYPE A | | |
0030 L001.02 11.000 ha | 1289.00000 14179.00| 1300.00000 14300.00| 1075.00000 11825.00
SEEDING, TYPE B | | |
0031 L020.02 1254.000 m2 | 1.60000 2006.40| 1.64000 2056.56| 1.75000 2194.50
EROSION CONTROL, TYPE B | | |
0032 L032.75 62.500 Mg | 55.00000 3437.50| 56.00000 3500.00| 80.00000 5000.00
MULCH | | |
0033 0030.50 LUMP| 500.00000 500.00| 715.00000 715.00| 1600.00000 1600.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 22,107.40| $ 22,596.56| $ 23,094.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 10401+39.4
1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE
| | |
0034 0030.60 LUMP| 5500.00000 5500.00| 7100.00000 7100.00| 6000.00000 6000.00
MOBILIZATION | | |
0035 6007.01 203.300 m2 | 48.00000 9758.40| 30.50000 6200.65| 49.00000 9961.70
CLASS I REPAIR | | |
0036 6007.02 101.600 m2 | 166.00000 16865.60| 225.00000 22860.00| 170.00000 17272.00
CLASS II REPAIR | | |
0037 6007.03 5.000 m2 | 400.00000 2000.00| 272.00000 1360.00| 450.00000 2250.00
CLASS III REPAIR | | |
0038 6008.40 203.300 m2 | 45.00000 9148.50| 81.00000 16467.30| 45.00000 9148.50
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0039 6010.26 7.400 m3 | 800.00000 5920.00| 785.00000 5809.00| 800.00000 5920.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0040 6016.02 18.200 m3 | 560.00000 10192.00| 485.00000 8827.00| 560.00000 10192.00
CONCRETE FOR OVERLAYS-SF | | |
0041 6020.00 704.000 kg | 2.20000 1548.80| 2.05000 1443.20| 2.20000 1548.80
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 60,933.30| $ 70,067.15| $ 62,293.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 3040.00000 3040.00| 3100.00000 3100.00| 3200.00000 3200.00
MOBILIZATION | | |
0043 7011.20 152.400 m | 33.88000 5163.31| 34.00000 5181.60| 34.00000 5181.60
W-BEAM GUARDRAIL | | |
0044 7017.00 226.000 m | 6.30000 1423.80| 6.35000 1435.10| 6.30000 1423.80
REMOVE GUARDRAIL | | |
0045 7017.50 1319.900 m | 6.18000 8156.98| 6.30000 8315.37| 6.18000 8156.98
REMOVE & SALVAGE GUARDRAIL | | |
0046 7018.01 1235.000 m | 10.47000 12930.45| 10.50000 12967.50| 10.50000 12967.50
RESET GUARDRAIL | | |
0047 7020.00 8.000 EACH| 958.75000 7670.00| 980.00000 7840.00| 960.00000 7680.00
BRIDGE APPROACH SECTIONS | | |
0048 7023.00 12.000 EACH| 1272.00000 15264.00| 1300.00000 15600.00| 1272.00000 15264.00
TERMINAL ANCHORAGE SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 7024.27 8.000 EACH| 1486.75000 11894.00| 1500.00000 12000.00| 1490.00000 11920.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 65,542.54| $ 66,439.57| $ 65,793.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0050 A070.10 114.000 m | 8.00000 912.00| 8.20000 934.80| 8.00000 912.00
38 mm CONDUIT IN TRENCH | | |
0051 A072.10 48.000 m | 8.00000 384.00| 8.20000 393.60| 8.00000 384.00
38 mm CONDUIT UNDER ROADWAY | | |
0052 A080.22 148.000 m | 1.00000 148.00| 1.00000 148.00| 1.00000 148.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0053 A080.24 296.000 m | 2.00000 592.00| 2.05000 606.80| 2.00000 592.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0054 A700.20 3.000 EACH| 1350.00000 4050.00| 1400.00000 4200.00| 1350.00000 4050.00
RELOCATE STREET LIGHTING UNIT | | |
0055 0030.81 LUMP| 750.00000 750.00| 755.00000 755.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 6,836.00| $ 7,038.20| $ 7,086.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0056 P402.15 201.300 m | 73.50000 14795.55| 75.00000 15097.50| 74.00000 14896.20
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0057 0002.55 463.000 StaM| 23.00000 10649.00| 19.75000 9144.25| 28.00000 12964.00
OVERLAY BROKEN LINES | | |
0058 0002.60 909.000 StaM| 26.00000 23634.00| 19.75000 17952.75| 28.00000 25452.00
OVERLAY SOLID LINES | | |
0059 0030.90 LUMP| 41500.00000 41500.00| 87279.39000 87279.39| 25000.00000 25000.00
MOBILIZATION | | |
0060 1020.03 58.000 EACH| 18.60000 1078.80| 18.70000 1084.60| 19.00000 1102.00
DELINEATOR, TYPE III | | |
0061 1020.20 40.000 EACH| 24.50000 980.00| 25.00000 1000.00| 25.00000 1000.00
INSTALL CHEVRONS | | |
0062 1033.00 2.720 StaM| 2500.00000 6800.00| 2550.00000 6936.00| 2500.00000 6800.00
ROADWAY GRADING | | |
0063 2001.00 590.000 m3 | 10.57000 6236.30| 10.60000 6254.00| 10.60000 6254.00
GRAVEL SURFACE COURSE | | |
0064 2009.10 7.871 StaM| 200.00000 1574.20| 202.00000 1589.94| 200.00000 1574.20
GRAVEL EMBEDMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2020.00 58.000 m2 | 7.50000 435.00| 5.15000 298.70| 3.00000 174.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0066 2021.00 2.000 EACH| 50.00000 100.00| 51.00000 102.00| 50.00000 100.00
MAILBOX POST | | |
0067 3012.06 153.700 m | 75.70000 11635.09| 75.90000 11665.83| 76.00000 11681.20
CONCRETE CLASS 47B-25 MEDIAN CURB | | |
0068 3017.40 146.000 m2 | 42.00000 6132.00| 42.50000 6205.00| 42.00000 6132.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0069 3019.23 1.000 EACH| 650.00000 650.00| 665.00000 665.00| 650.00000 650.00
CONCRETE CLASS 47B-25 ISLAND NOSE | | |
0070 4024.55 25.100 m | 175.00000 4392.50| 177.00000 4442.70| 175.00000 4392.50
FLUME SPILLWAY | | |
0071 4024.70 3.000 EACH| 2500.00000 7500.00| 2550.00000 7650.00| 2500.00000 7500.00
CONCRETE FLUME, TYPE I | | |
0072 4024.73 6.000 EACH| 2650.00000 15900.00| 2700.00000 16200.00| 2650.00000 15900.00
CONCRETE FLUME, TYPE IV | | |
0073 4763.26 20.000 EACH| 200.00000 4000.00| 204.00000 4080.00| 200.00000 4000.00
UNDERDRAIN HEADWALL | | |
0074 4764.35 144.000 m | 27.80000 4003.20| 28.00000 4032.00| 28.00000 4032.00
100 mm PERFORATED PIPE UNDERDRAIN | | |
0075 8022.00 80.765 Mg | 200.00000 16153.00| 132.00000 10660.98| 120.00000 9691.80
HYDRATED LIME | | |
0076 8101.50 6009.000 m2 | 3.50000 21031.50| 4.40000 26439.60| 4.00000 24036.00
STABILIZED SUBGRADE | | |
0077 8111.00 16.743 StaM| 350.00000 5860.05| 450.00000 7534.35| 500.00000 8371.50
SHOULDER SUBGRADE PREPARATION | | |
0078 9000.75 750.000 Mg | 17.26000 12945.00| 15.00000 11250.00| 16.75000 12562.50
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2 | | |
0079 9005.00 1200.000 Mg | 27.26000 32712.00| 40.00000 48000.00| 25.50000 30600.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2 | | |
0080 9005.30 49590.000 Mg | 17.26000 855923.40| 17.00000 843030.00| 18.50000 917415.00
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0081 9009.00 4331.000 m2 | 2.50000 10827.50| 3.60000 15591.60| 3.50000 15158.50
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0082 9009.75 84.000 m2 | 50.00000 4200.00| 43.00000 3612.00| 18.00000 1512.00
TEMPORARY SURFACING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 9020.91 40.500 Mg | 173.00000 7006.50| 170.85000 6919.43| 175.00000 7087.50
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0084 9021.01 2742.660 Mg | 173.00000 474480.18| 170.85000 468583.46| 175.00000 479965.50
PERFORMANCE GRADED BINDER (64-22) | | |
0085 9030.00 1422.000 m | 6.50000 9243.00| 8.50000 12087.00| 11.00000 15642.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0086 9034.00 1284.000 m2 | 2.50000 3210.00| 2.40000 3081.60| 3.50000 4494.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0087 9053.00 109322.000 L | 0.26000 28423.72| 0.18000 19677.96| 0.22000 24050.84
TACK COAT | | |
0088 9111.00 980.000 kL | 2.50000 2450.00| 2.20000 2156.00| 2.00000 1960.00
WATER | | |
0089 9170.00 293.329 StaM| 182.00000 53385.88| 184.00000 53972.54| 182.00000 53385.88
EARTH SHOULDER CONSTRUCTION | | |
0090 9173.15 274.776 StaM| 32.50000 8930.22| 112.00000 30774.91| 125.00000 34347.00
TRENCHED WIDENING | | |
0091 9179.23 148.537 StaM| 515.00000 76496.56| 500.00000 74268.50| 535.00000 79467.30
COLD MILLING, CLASS 3 | | |
0092 9188.50 3960.000 m2 | 25.00000 99000.00| 11.50000 45540.00| 15.00000 59400.00
SURFACING UNDER GUARDRAIL | | |
0093 9300.50 14.900 LS | 4500.00000 4500.00| 3600.00000 3600.00| 2000.00000 2000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,888,774.15| $ 1,888,459.59| $ 1,930,751.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0094 0001.08 31522.000 BDAY| 0.50000 15761.00| 0.50000 15761.00| 0.50000 15761.00
BARRICADE, TYPE II | | |
0095 0001.10 1240.000 BDAY| 2.25000 2790.00| 1.23000 1525.20| 1.20000 1488.00
BARRICADE, TYPE III | | |
0096 0001.30 612.000 LDAY| 2.25000 1377.00| 1.02000 624.24| 1.00000 612.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0097 0001.75 630.000 EACH| 5.00000 3150.00| 4.05000 2551.50| 4.00000 2520.00
TEMPORARY SIGN DAY | | |
0098 0001.90 7370.000 EACH| 0.50000 3685.00| 0.46000 3390.20| 0.45000 3316.50
SIGN DAY | | |
0099 0002.30 270.000 m | 1.64000 442.80| 1.65000 445.50| 1.64000 442.80
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 0477
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0002.39 4050.000 m | 1.70000 6885.00| 1.75000 7087.50| 1.70000 6885.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0101 0002.47 175.000 m | 4.50000 787.50| 4.60000 805.00| 4.50000 787.50
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0102 0003.10 90.000 DAY | 175.00000 15750.00| 175.00000 15750.00| 185.00000 16650.00
FLAGGING | | |
0103 0003.20 30.000 DAY | 275.00000 8250.00| 225.00000 6750.00| 290.00000 8700.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0104 0003.51 117.000 m | 75.00000 8775.00| 78.00000 9126.00| 50.00000 5850.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0105 0003.56 117.000 m | 20.00000 2340.00| 16.00000 1872.00| 11.00000 1287.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0106 0010.04 1.000 EACH| 1500.00000 1500.00| 2800.00000 2800.00| 4500.00000 4500.00
FIELD OFFICE | | |
0107 0030.00 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 5000.00000 5000.00
MOBILIZATION | | |
0108 9110.01 55.000 HOUR| 65.00000 3575.00| 53.00000 2915.00| 60.00000 3300.00
RENTAL OF LOADER, FULLY OPERATED | | |
0109 9110.02 55.000 HOUR| 60.00000 3300.00| 65.00000 3575.00| 60.00000 3300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0110 9110.03 55.000 HOUR| 50.00000 2750.00| 45.00000 2475.00| 40.00000 2200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.07 55.000 HOUR| 45.00000 2475.00| 32.00000 1760.00| 30.00000 1650.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 93,593.30| $ 82,213.14| $ 84,249.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,308,102.85| $ 2,308,552.07| $ 2,345,735.00
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |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 L006.50 1.000 ha | 1233.74000 1233.74| 1000.00000 1000.00| 1000.00000 1000.00
TEMPORARY SEEDING | | |
0002 L020.01 887.000 m2 | 5.91000 5242.17| 6.15000 5455.05| 6.15000 5455.05
EROSION CONTROL, TYPE A | | |
0003 L020.08 423.000 m2 | 5.35000 2263.05| 6.25000 2643.75| 6.25000 2643.75
EROSION CONTROL, TYPE AA | | |
0004 L020.09 729.000 m2 | 13.37000 9746.73| 13.25000 9659.25| 13.25000 9659.25
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 504.000 m2 | 1.70000 856.80| 1.75000 882.00| 1.75000 882.00
EROSION CONTROL, TYPE HV | | |
0006 L021.06 12.000 BALE| 15.42000 185.04| 12.50000 150.00| 12.50000 150.00
EROSION CHECKS, TYPE HV | | |
0007 L021.11 54.000 BALE| 17.48000 943.92| 27.50000 1485.00| 27.50000 1485.00
EROSION CHECKS, TYPE ST-A | | |
0008 L021.21 24.000 BALE| 17.48000 419.52| 20.00000 480.00| 20.00000 480.00
EROSION CHECKS, TYPE AA | | |
0009 L021.22 12.000 BALE| 16.45000 197.40| 27.50000 330.00| 27.50000 330.00
EROSION CHECKS, TYPE AAA | | |
0010 L022.11 365.000 m | 6.37000 2325.05| 6.75000 2463.75| 6.75000 2463.75
FABRIC SILT FENCE-LOW POROSITY | | |
0011 L022.25 266.000 m | 6.43000 1710.38| 12.50000 3325.00| 12.50000 3325.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0012 L022.75 58.000 m | 27.76000 1610.08| 50.00000 2900.00| 50.00000 2900.00
TEMPORARY SILT CHECK | | |
0013 0030.10 LUMP| 6046.19000 6046.19| 5252.00000 5252.00| 5200.00000 5200.00
MOBILIZATION | | |
0014 1009.00 LUMP| 2261.86000 2261.86| 2222.00000 2222.00| 2200.00000 2200.00
GENERAL CLEARING AND GRUBBING | | |
0015 1010.01 11727.000 m3 | 4.03000 47259.81| 3.96000 46438.92| 3.92000 45969.84
EXCAVATION (ESTABLISHED QUANTITY) | | |
0016 1011.00 1185.000 kL | 1.03000 1220.55| 1.01000 1196.85| 1.00000 1185.00
WATER | | |
0017 1012.00 9.000 EACH| 61.69000 555.21| 60.60000 545.40| 60.00000 540.00
RIGHT-OF-WAY MARKERS | | |
0018 1030.00 15927.000 m3 | 4.03000 64185.81| 3.96000 63070.92| 3.92000 62433.84
EARTHWORK MEASURED IN EMBANKMENT | | |
0019 1102.00 6877.000 m2 | 2.46000 16917.42| 2.41000 16573.57| 2.39000 16436.03
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1106.00 396.000 m2 | 3.08000 1219.68| 3.03000 1199.88| 3.00000 1188.00
REMOVE DRIVEWAY | | |
0021 1109.00 155.200 m | 7.20000 1117.44| 7.07000 1097.26| 7.00000 1086.40
REMOVE CURB | | |
0022 1300.24 36.500 m | 35.98000 1313.27| 35.35000 1290.28| 35.00000 1277.50
600 mm DRIVEWAY CULVERT PIPE TYPE 3,4 | | |
OR 5 | | |
0023 1701.24 36.500 m | 35.98000 1313.27| 35.35000 1290.28| 35.00000 1277.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 170,144.39| $ 170,951.16| $ 169,567.91
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0024 P300.24 12.300 m | 68.88000 847.22| 67.00000 824.10| 67.00000 824.10
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0025 0030.40 LUMP| 514.06000 514.06| 500.00000 500.00| 500.00000 500.00
MOBILIZATION | | |
0026 4035.25 3.000 EACH| 179.92000 539.76| 175.00000 525.00| 175.00000 525.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0027 4050.01 5.000 m3 | 51.41000 257.05| 50.00000 250.00| 50.00000 250.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4362.24 3.000 EACH| 282.73000 848.19| 275.00000 825.00| 275.00000 825.00
INSTALL 600 mm METAL FLARED-END SECTION | | |
SECTION TOTALS | $ 3,006.28| $ 2,924.10| $ 2,924.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0029 L001.01 1.500 ha | 1360.20000 2040.30| 1650.00000 2475.00| 1650.00000 2475.00
SEEDING, TYPE A | | |
0030 L001.02 11.000 ha | 1325.25000 14577.75| 1075.00000 11825.00| 1075.00000 11825.00
SEEDING, TYPE B | | |
0031 L020.02 1254.000 m2 | 1.64000 2056.56| 1.75000 2194.50| 1.75000 2194.50
EROSION CONTROL, TYPE B | | |
0032 L032.75 62.500 Mg | 56.55000 3534.38| 80.00000 5000.00| 80.00000 5000.00
MULCH | | |
0033 0030.50 LUMP| 102.81000 102.81| 1500.00000 1500.00| 1500.00000 1500.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 22,311.80| $ 22,994.50| $ 22,994.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 10401+39.4
1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE
| | |
0034 0030.60 LUMP| 5654.65000 5654.65| 5500.00000 5500.00| 5500.00000 5500.00
MOBILIZATION | | |
0035 6007.01 203.300 m2 | 49.35000 10032.86| 48.00000 9758.40| 48.00000 9758.40
CLASS I REPAIR | | |
0036 6007.02 101.600 m2 | 170.67000 17340.07| 166.00000 16865.60| 166.00000 16865.60
CLASS II REPAIR | | |
0037 6007.03 5.000 m2 | 411.25000 2056.25| 400.00000 2000.00| 400.00000 2000.00
CLASS III REPAIR | | |
0038 6008.40 203.300 m2 | 46.27000 9406.69| 45.00000 9148.50| 45.00000 9148.50
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0039 6010.26 7.400 m3 | 822.50000 6086.50| 800.00000 5920.00| 800.00000 5920.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0040 6016.02 18.200 m3 | 575.75000 10478.65| 560.00000 10192.00| 560.00000 10192.00
CONCRETE FOR OVERLAYS-SF | | |
0041 6020.00 704.000 kg | 2.26000 1591.04| 2.20000 1548.80| 2.20000 1548.80
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 62,646.71| $ 60,933.30| $ 60,933.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 3125.48000 3125.48| 3070.40000 3070.40| 3040.00000 3040.00
MOBILIZATION | | |
0043 7011.20 152.400 m | 34.83000 5308.09| 34.22000 5215.13| 33.88000 5163.31
W-BEAM GUARDRAIL | | |
0044 7017.00 226.000 m | 6.48000 1464.48| 6.36000 1437.36| 6.30000 1423.80
REMOVE GUARDRAIL | | |
0045 7017.50 1319.900 m | 6.35000 8381.37| 6.24000 8236.18| 6.18000 8156.98
REMOVE & SALVAGE GUARDRAIL | | |
0046 7018.01 1235.000 m | 10.76000 13288.60| 10.57000 13053.95| 10.47000 12930.45
RESET GUARDRAIL | | |
0047 7020.00 8.000 EACH| 985.71000 7885.68| 968.34000 7746.72| 958.75000 7670.00
BRIDGE APPROACH SECTIONS | | |
0048 7023.00 12.000 EACH| 1307.77000 15693.24| 1284.72000 15416.64| 1272.00000 15264.00
TERMINAL ANCHORAGE SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 7024.27 8.000 EACH| 1528.56000 12228.48| 1501.62000 12012.96| 1486.75000 11894.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 67,375.42| $ 66,189.34| $ 65,542.54
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0050 A070.10 114.000 m | 8.22000 937.08| 8.00000 912.00| 8.00000 912.00
38 mm CONDUIT IN TRENCH | | |
0051 A072.10 48.000 m | 8.22000 394.56| 8.00000 384.00| 8.00000 384.00
38 mm CONDUIT UNDER ROADWAY | | |
0052 A080.22 148.000 m | 1.03000 152.44| 1.00000 148.00| 1.00000 148.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0053 A080.24 296.000 m | 2.06000 609.76| 2.00000 592.00| 2.00000 592.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0054 A700.20 3.000 EACH| 1387.96000 4163.88| 1350.00000 4050.00| 1350.00000 4050.00
RELOCATE STREET LIGHTING UNIT | | |
0055 0030.81 LUMP| 771.09000 771.09| 802.00000 802.00| 750.00000 750.00
MOBILIZATION | | |
SECTION TOTALS | $ 7,028.81| $ 6,888.00| $ 6,836.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0056 P402.15 201.300 m | 75.57000 15212.24| 114.54000 23056.90| 73.50000 14795.55
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0057 0002.55 463.000 StaM| 21.59000 9996.17| 28.28000 13093.64| 28.00000 12964.00
OVERLAY BROKEN LINES | | |
0058 0002.60 909.000 StaM| 21.59000 19625.31| 28.28000 25706.52| 28.00000 25452.00
OVERLAY SOLID LINES | | |
0059 0030.90 LUMP| 60979.36000 60979.36| 68914.72000 68914.72| 42500.00000 42500.00
MOBILIZATION | | |
0060 1020.03 58.000 EACH| 8.22000 476.76| 18.79000 1089.82| 18.60000 1078.80
DELINEATOR, TYPE III | | |
0061 1020.20 40.000 EACH| 25.70000 1028.00| 24.75000 990.00| 24.50000 980.00
INSTALL CHEVRONS | | |
0062 1033.00 2.720 StaM| 2570.30000 6991.22| 2525.00000 6868.00| 2500.00000 6800.00
ROADWAY GRADING | | |
0063 2001.00 590.000 m3 | 10.87000 6413.30| 10.68000 6301.20| 10.57000 6236.30
GRAVEL SURFACE COURSE | | |
0064 2009.10 7.871 StaM| 205.62000 1618.44| 202.00000 1589.94| 200.00000 1574.20
GRAVEL EMBEDMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2020.00 58.000 m2 | 4.92000 285.36| 6.35000 368.30| 15.00000 870.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0066 2021.00 2.000 EACH| 51.41000 102.82| 50.50000 101.00| 50.00000 100.00
MAILBOX POST | | |
0067 3012.06 153.700 m | 77.83000 11962.47| 78.37000 12045.47| 75.70000 11635.09
CONCRETE CLASS 47B-25 MEDIAN CURB | | |
0068 3017.40 146.000 m2 | 43.18000 6304.28| 55.36000 8082.56| 42.00000 6132.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0069 3019.23 1.000 EACH| 668.28000 668.28| 808.00000 808.00| 650.00000 650.00
CONCRETE CLASS 47B-25 ISLAND NOSE | | |
0070 4024.55 25.100 m | 179.92000 4515.99| 192.91000 4842.04| 175.00000 4392.50
FLUME SPILLWAY | | |
0071 4024.70 3.000 EACH| 2570.30000 7710.90| 2254.32000 6762.96| 2500.00000 7500.00
CONCRETE FLUME, TYPE I | | |
0072 4024.73 6.000 EACH| 2724.52000 16347.12| 2472.48000 14834.88| 2650.00000 15900.00
CONCRETE FLUME, TYPE IV | | |
0073 4763.26 20.000 EACH| 205.62000 4112.40| 293.91000 5878.20| 200.00000 4000.00
UNDERDRAIN HEADWALL | | |
0074 4764.35 144.000 m | 28.58000 4115.52| 28.50000 4104.00| 27.80000 4003.20
100 mm PERFORATED PIPE UNDERDRAIN | | |
0075 8022.00 80.765 Mg | 133.66000 10795.05| 130.00000 10499.45| 130.00000 10499.45
HYDRATED LIME | | |
0076 8101.50 6009.000 m2 | 4.43000 26619.87| 3.83000 23014.47| 4.31000 25898.79
STABILIZED SUBGRADE | | |
0077 8111.00 16.743 StaM| 220.12000 3685.47| 225.00000 3767.18| 450.00000 7534.35
SHOULDER SUBGRADE PREPARATION | | |
0078 9000.75 750.000 Mg | 17.43000 13072.50| 17.55000 13162.50| 16.50000 12375.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2 | | |
0079 9005.00 1200.000 Mg | 38.63000 46356.00| 59.02000 70824.00| 33.90000 40680.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2 | | |
0080 9005.30 49590.000 Mg | 18.81000 932787.90| 17.55000 870304.50| 19.12000 948160.80
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0081 9009.00 4331.000 m2 | 3.42000 14812.02| 3.00000 12993.00| 1.50000 6496.50
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0082 9009.75 84.000 m2 | 29.51000 2478.84| 40.61000 3411.24| 70.00000 5880.00
TEMPORARY SURFACING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 9020.91 40.500 Mg | 178.24000 7218.72| 176.78000 7159.59| 174.17000 7053.89
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0084 9021.01 2742.660 Mg | 178.24000 488851.72| 176.78000 484847.43| 174.17000 477689.09
PERFORMANCE GRADED BINDER (64-22) | | |
0085 9030.00 1422.000 m | 4.72000 6711.84| 7.41000 10537.02| 13.12000 18656.64
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0086 9034.00 1284.000 m2 | 1.33000 1707.72| 1.95000 2503.80| 2.00000 2568.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0087 9053.00 109322.000 L | 0.20000 21864.40| 0.19000 20771.18| 0.23000 25144.06
TACK COAT | | |
0088 9111.00 980.000 kL | 2.72000 2665.60| 2.65000 2597.00| 1.50000 1470.00
WATER | | |
0089 9170.00 293.329 StaM| 187.12000 54887.72| 183.82000 53919.74| 182.00000 53385.88
EARTH SHOULDER CONSTRUCTION | | |
0090 9173.15 274.776 StaM| 59.25000 16280.48| 57.50000 15799.62| 101.00000 27752.38
TRENCHED WIDENING | | |
0091 9179.23 148.537 StaM| 472.93000 70247.60| 534.23000 79352.92| 490.00000 72783.13
COLD MILLING, CLASS 3 | | |
0092 9188.50 3960.000 m2 | 13.53000 53578.80| 19.65000 77814.00| 26.90000 106524.00
SURFACING UNDER GUARDRAIL | | |
0093 9300.50 14.900 LS | 3084.36000 3084.36| 4500.00000 4500.00| 2500.00000 2500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,956,172.55| $ 1,973,216.79| $ 2,020,615.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0094 0001.08 31522.000 BDAY| 0.50000 15761.00| 0.50000 15761.00| 0.50000 15761.00
BARRICADE, TYPE II | | |
0095 0001.10 1240.000 BDAY| 1.70000 2108.00| 1.22000 1512.80| 1.20000 1488.00
BARRICADE, TYPE III | | |
0096 0001.30 612.000 LDAY| 1.80000 1101.60| 1.01000 618.12| 1.00000 612.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0097 0001.75 630.000 EACH| 5.14000 3238.20| 4.04000 2545.20| 4.00000 2520.00
TEMPORARY SIGN DAY | | |
0098 0001.90 7370.000 EACH| 0.26000 1916.20| 0.46000 3390.20| 0.80000 5896.00
SIGN DAY | | |
0099 0002.30 270.000 m | 1.54000 415.80| 1.66000 448.20| 1.64000 442.80
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(4) 1661 |(5) 0875 |(6) 0086
|U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0002.39 4050.000 m | 2.86000 11583.00| 1.72000 6966.00| 1.70000 6885.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0101 0002.47 175.000 m | 1.03000 180.25| 4.55000 796.25| 4.50000 787.50
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0102 0003.10 90.000 DAY | 179.13000 16121.70| 205.00000 18450.00| 205.00000 18450.00
FLAGGING | | |
0103 0003.20 30.000 DAY | 234.37000 7031.10| 305.00000 9150.00| 305.00000 9150.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0104 0003.51 117.000 m | 51.41000 6014.97| 50.00000 5850.00| 50.00000 5850.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0105 0003.56 117.000 m | 11.31000 1323.27| 11.00000 1287.00| 11.00000 1287.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0106 0010.04 1.000 EACH| 1439.37000 1439.37| 2500.00000 2500.00| 2500.00000 2500.00
FIELD OFFICE | | |
0107 0030.00 LUMP| 19084.78000 19084.78| 24530.00000 24530.00| 20000.00000 20000.00
MOBILIZATION | | |
0108 9110.01 55.000 HOUR| 48.68000 2677.40| 65.00000 3575.00| 45.00000 2475.00
RENTAL OF LOADER, FULLY OPERATED | | |
0109 9110.02 55.000 HOUR| 43.49000 2391.95| 65.00000 3575.00| 125.00000 6875.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0110 9110.03 55.000 HOUR| 38.95000 2142.25| 55.00000 3025.00| 50.00000 2750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.07 55.000 HOUR| 33.69000 1852.95| 50.00000 2750.00| 50.00000 2750.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 96,383.79| $ 106,729.77| $ 106,479.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,385,069.75| $ 2,410,826.96| $ 2,455,893.25
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.50 1.000 ha | 525.00000 525.00| |
TEMPORARY SEEDING | | |
0002 L020.01 887.000 m2 | 6.04000 5357.48| |
EROSION CONTROL, TYPE A | | |
0003 L020.08 423.000 m2 | 5.46000 2309.58| |
EROSION CONTROL, TYPE AA | | |
0004 L020.09 729.000 m2 | 13.65000 9950.85| |
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 504.000 m2 | 1.73000 871.92| |
EROSION CONTROL, TYPE HV | | |
0006 L021.06 12.000 BALE| 15.75000 189.00| |
EROSION CHECKS, TYPE HV | | |
0007 L021.11 54.000 BALE| 17.85000 963.90| |
EROSION CHECKS, TYPE ST-A | | |
0008 L021.21 24.000 BALE| 17.85000 428.40| |
EROSION CHECKS, TYPE AA | | |
0009 L021.22 12.000 BALE| 16.80000 201.60| |
EROSION CHECKS, TYPE AAA | | |
0010 L022.11 365.000 m | 6.51000 2376.15| |
FABRIC SILT FENCE-LOW POROSITY | | |
0011 L022.25 266.000 m | 6.56000 1744.96| |
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0012 L022.75 58.000 m | 28.35000 1644.30| |
TEMPORARY SILT CHECK | | |
0013 0030.10 LUMP| 5460.00000 5460.00| |
MOBILIZATION | | |
0014 1009.00 LUMP| 2310.00000 2310.00| |
GENERAL CLEARING AND GRUBBING | | |
0015 1010.01 11727.000 m3 | 4.12000 48315.24| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0016 1011.00 1185.000 kL | 1.05000 1244.25| |
WATER | | |
0017 1012.00 9.000 EACH| 63.00000 567.00| |
RIGHT-OF-WAY MARKERS | | |
0018 1030.00 15927.000 m3 | 4.12000 65619.24| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0019 1102.00 6877.000 m2 | 2.51000 17261.27| |
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1106.00 396.000 m2 | 3.15000 1247.40| |
REMOVE DRIVEWAY | | |
0021 1109.00 155.200 m | 7.35000 1140.72| |
REMOVE CURB | | |
0022 1300.24 36.500 m | 36.75000 1341.38| |
600 mm DRIVEWAY CULVERT PIPE TYPE 3,4 | | |
OR 5 | | |
0023 1701.24 36.500 m | 36.75000 1341.38| |
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 172,411.02| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0024 P300.24 12.300 m | 70.35000 865.31| |
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0025 0030.40 LUMP| 525.00000 525.00| |
MOBILIZATION | | |
0026 4035.25 3.000 EACH| 183.75000 551.25| |
REMOVE AND SALVAGE FLARED-END SECTION | | |
0027 4050.01 5.000 m3 | 52.50000 262.50| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4362.24 3.000 EACH| 288.75000 866.25| |
INSTALL 600 mm METAL FLARED-END SECTION | | |
SECTION TOTALS | $ 3,070.31| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0029 L001.01 1.500 ha | 1389.15000 2083.73| |
SEEDING, TYPE A | | |
0030 L001.02 11.000 ha | 1353.45000 14887.95| |
SEEDING, TYPE B | | |
0031 L020.02 1254.000 m2 | 1.68000 2106.72| |
EROSION CONTROL, TYPE B | | |
0032 L032.75 62.500 Mg | 57.75000 3609.38| |
MULCH | | |
0033 0030.50 LUMP| 2000.00000 2000.00| |
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 24,687.78| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 10401+39.4
1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE
| | |
0034 0030.60 LUMP| 6000.00000 6000.00| |
MOBILIZATION | | |
0035 6007.01 203.300 m2 | 50.40000 10246.32| |
CLASS I REPAIR | | |
0036 6007.02 101.600 m2 | 174.30000 17708.88| |
CLASS II REPAIR | | |
0037 6007.03 5.000 m2 | 420.00000 2100.00| |
CLASS III REPAIR | | |
0038 6008.40 203.300 m2 | 47.25000 9605.93| |
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0039 6010.26 7.400 m3 | 840.00000 6216.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0040 6016.02 18.200 m3 | 588.00000 10701.60| |
CONCRETE FOR OVERLAYS-SF | | |
0041 6020.00 704.000 kg | 2.31000 1626.24| |
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 64,204.97| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 6000.00000 6000.00| |
MOBILIZATION | | |
0043 7011.20 152.400 m | 35.57000 5420.87| |
W-BEAM GUARDRAIL | | |
0044 7017.00 226.000 m | 6.62000 1496.12| |
REMOVE GUARDRAIL | | |
0045 7017.50 1319.900 m | 6.49000 8566.15| |
REMOVE & SALVAGE GUARDRAIL | | |
0046 7018.01 1235.000 m | 10.99000 13572.65| |
RESET GUARDRAIL | | |
0047 7020.00 8.000 EACH| 1006.69000 8053.52| |
BRIDGE APPROACH SECTIONS | | |
0048 7023.00 12.000 EACH| 1335.60000 16027.20| |
TERMINAL ANCHORAGE SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 7024.27 8.000 EACH| 1561.09000 12488.72| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 71,625.23| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0050 A070.10 114.000 m | 8.40000 957.60| |
38 mm CONDUIT IN TRENCH | | |
0051 A072.10 48.000 m | 8.40000 403.20| |
38 mm CONDUIT UNDER ROADWAY | | |
0052 A080.22 148.000 m | 1.05000 155.40| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0053 A080.24 296.000 m | 2.10000 621.60| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0054 A700.20 3.000 EACH| 1417.50000 4252.50| |
RELOCATE STREET LIGHTING UNIT | | |
0055 0030.81 LUMP| 787.50000 787.50| |
MOBILIZATION | | |
SECTION TOTALS | $ 7,177.80| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0056 P402.15 201.300 m | 99.75000 20079.68| |
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0057 0002.55 463.000 StaM| 29.40000 13612.20| |
OVERLAY BROKEN LINES | | |
0058 0002.60 909.000 StaM| 29.40000 26724.60| |
OVERLAY SOLID LINES | | |
0059 0030.90 LUMP| 150000.00000 150000.00| |
MOBILIZATION | | |
0060 1020.03 58.000 EACH| 19.53000 1132.74| |
DELINEATOR, TYPE III | | |
0061 1020.20 40.000 EACH| 25.73000 1029.20| |
INSTALL CHEVRONS | | |
0062 1033.00 2.720 StaM| 2625.00000 7140.00| |
ROADWAY GRADING | | |
0063 2001.00 590.000 m3 | 11.10000 6549.00| |
GRAVEL SURFACE COURSE | | |
0064 2009.10 7.871 StaM| 210.00000 1652.91| |
GRAVEL EMBEDMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2020.00 58.000 m2 | 30.00000 1740.00| |
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0066 2021.00 2.000 EACH| 52.50000 105.00| |
MAILBOX POST | | |
0067 3012.06 153.700 m | 79.49000 12217.61| |
CONCRETE CLASS 47B-25 MEDIAN CURB | | |
0068 3017.40 146.000 m2 | 44.10000 6438.60| |
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0069 3019.23 1.000 EACH| 682.50000 682.50| |
CONCRETE CLASS 47B-25 ISLAND NOSE | | |
0070 4024.55 25.100 m | 183.75000 4612.13| |
FLUME SPILLWAY | | |
0071 4024.70 3.000 EACH| 2625.00000 7875.00| |
CONCRETE FLUME, TYPE I | | |
0072 4024.73 6.000 EACH| 2782.50000 16695.00| |
CONCRETE FLUME, TYPE IV | | |
0073 4763.26 20.000 EACH| 210.00000 4200.00| |
UNDERDRAIN HEADWALL | | |
0074 4764.35 144.000 m | 29.19000 4203.36| |
100 mm PERFORATED PIPE UNDERDRAIN | | |
0075 8022.00 80.765 Mg | 136.50000 11024.42| |
HYDRATED LIME | | |
0076 8101.50 6009.000 m2 | 4.53000 27220.77| |
STABILIZED SUBGRADE | | |
0077 8111.00 16.743 StaM| 236.25000 3955.53| |
SHOULDER SUBGRADE PREPARATION | | |
0078 9000.75 750.000 Mg | 13.82000 10365.00| |
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2 | | |
0079 9005.00 1200.000 Mg | 45.00000 54000.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2 | | |
0080 9005.30 49590.000 Mg | 20.00000 991800.00| |
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0081 9009.00 4331.000 m2 | 2.58000 11173.98| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0082 9009.75 84.000 m2 | 34.59000 2905.56| |
TEMPORARY SURFACING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 9020.91 40.500 Mg | 180.00000 7290.00| |
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0084 9021.01 2742.660 Mg | 180.00000 493678.80| |
PERFORMANCE GRADED BINDER (64-22) | | |
0085 9030.00 1422.000 m | 12.76000 18144.72| |
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0086 9034.00 1284.000 m2 | 3.47000 4455.48| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0087 9053.00 109322.000 L | 0.28000 30610.16| |
TACK COAT | | |
0088 9111.00 980.000 kL | 3.15000 3087.00| |
WATER | | |
0089 9170.00 293.329 StaM| 191.10000 56055.17| |
EARTH SHOULDER CONSTRUCTION | | |
0090 9173.15 274.776 StaM| 122.62000 33693.03| |
TRENCHED WIDENING | | |
0091 9179.23 148.537 StaM| 508.07000 75467.19| |
COLD MILLING, CLASS 3 | | |
0092 9188.50 3960.000 m2 | 19.80000 78408.00| |
SURFACING UNDER GUARDRAIL | | |
0093 9300.50 14.900 LS | 6091.31000 6091.31| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,206,115.65| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0094 0001.08 31522.000 BDAY| 0.50000 15761.00| |
BARRICADE, TYPE II | | |
0095 0001.10 1240.000 BDAY| 1.26000 1562.40| |
BARRICADE, TYPE III | | |
0096 0001.30 612.000 LDAY| 1.05000 642.60| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0097 0001.75 630.000 EACH| 4.20000 2646.00| |
TEMPORARY SIGN DAY | | |
0098 0001.90 7370.000 EACH| 0.47000 3463.90| |
SIGN DAY | | |
0099 0002.30 270.000 m | 1.72000 464.40| |
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-14-4(107)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0002.39 4050.000 m | 1.79000 7249.50| |
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0101 0002.47 175.000 m | 4.73000 827.75| |
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0102 0003.10 90.000 DAY | 173.63000 15626.70| |
FLAGGING | | |
0103 0003.20 30.000 DAY | 234.88000 7046.40| |
FURNISHING AND OPERATING PILOT VEHICLE | | |
0104 0003.51 117.000 m | 52.50000 6142.50| |
INSTALL CONCRETE PROTECTION BARRIER | | |
0105 0003.56 117.000 m | 11.55000 1351.35| |
RELOCATE CONCRETE PROTECTION BARRIER | | |
0106 0010.04 1.000 EACH| 1282.88000 1282.88| |
FIELD OFFICE | | |
0107 0030.00 LUMP| 3150.00000 3150.00| |
MOBILIZATION | | |
0108 9110.01 55.000 HOUR| 65.00000 3575.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0109 9110.02 55.000 HOUR| 65.00000 3575.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0110 9110.03 55.000 HOUR| 50.00000 2750.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.07 55.000 HOUR| 37.00000 2035.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 79,152.38| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,628,445.14| |
====================================================================================================================================