|
Contract Letting July 12, 2001 |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
VENDOR RANKING
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 DISTRICT : 3
PROJECT(S) : F-275-6(1020)
CONTRACT DESCRIPTION :
ON US-275 EAST OF NORFOLK.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0 --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1344 DOBSON BROTHERS CONSTRUCTION COMPANY $ 18,274,985.54 100.0000%
2 0751 IRVING F. JENSEN CO., INC. $ 18,367,772.02 100.5077%
3 1216 CEDAR VALLEY CORP. $ 18,704,634.31 102.3510%
4 0083 WERNER CONSTRUCTION, INC. $ 18,747,787.71 102.5871%
5 0574 CONSTRUCTORS, INC. $ 18,973,635.91 103.8229%
6 2252 PAULSEN, INC. $ 19,723,562.44 107.9265%
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 85.000 ha | 126.25000 10731.25| 125.00000 10625.00| 125.00000 10625.00
COVER CROP SEEDING | | |
0002 L020.00 86046.000 m2 | 1.29000 110999.34| 1.28000 110138.88| 1.28000 110138.88
EROSION CONTROL | | |
0003 L020.01 25783.000 m2 | 5.05000 130204.15| 5.00000 128915.00| 5.00000 128915.00
EROSION CONTROL, TYPE A | | |
0004 L020.03 305.000 m2 | 1.82000 555.10| 1.80000 549.00| 1.80000 549.00
EROSION CONTROL, TYPE C | | |
0005 L020.08 9902.000 m2 | 5.15000 50995.30| 5.10000 50500.20| 5.10000 50500.20
EROSION CONTROL, TYPE AA | | |
0006 L020.09 1136.000 m2 | 11.41000 12961.76| 11.30000 12836.80| 11.30000 12836.80
EROSION CONTROL, TYPE AAA | | |
0007 L020.10 35350.000 m2 | 1.34000 47369.00| 1.33000 47015.50| 1.33000 47015.50
EROSION CONTROL, TYPE HV | | |
0008 L021.01 2395.000 BALE| 15.91000 38104.45| 15.75000 37721.25| 15.75000 37721.25
EROSION CHECKS, TYPE A | | |
0009 L021.03 28.000 BALE| 10.10000 282.80| 10.00000 280.00| 10.00000 280.00
EROSION CHECKS, TYPE C | | |
0010 L021.06 1205.000 BALE| 11.11000 13387.55| 11.00000 13255.00| 11.00000 13255.00
EROSION CHECKS, TYPE HV | | |
0011 L021.11 350.000 BALE| 15.91000 5568.50| 15.75000 5512.50| 15.75000 5512.50
EROSION CHECKS, TYPE ST-A | | |
0012 L021.15 1526.000 BALE| 15.15000 23118.90| 15.00000 22890.00| 15.00000 22890.00
EROSION CHECKS, TYPE ST-HV | | |
0013 L021.21 903.000 BALE| 15.91000 14366.73| 15.75000 14222.25| 15.75000 14222.25
EROSION CHECKS, TYPE AA | | |
0014 L022.11 6116.400 m | 6.57000 40184.75| 6.50000 39756.60| 6.50000 39756.60
FABRIC SILT FENCE-LOW POROSITY | | |
0015 L022.12 18.600 m | 7.58000 140.99| 7.50000 139.50| 7.50000 139.50
FABRIC SILT FENCE-HIGH POROSITY | | |
0016 L022.25 78.000 m | 15.15000 1181.70| 15.00000 1170.00| 15.00000 1170.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0017 L022.75 3781.000 m | 16.50000 62386.50| 16.34000 61781.54| 16.34000 61781.54
TEMPORARY SILT CHECK | | |
0018 P310.42 30.500 m | 101.00000 3080.50| 190.00000 5795.00| 190.00000 5795.00
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0019 P400.18 930.000 m | 45.11000 41952.30| 87.00000 80910.00| 87.00000 80910.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 P500.18 67.000 m | 45.11000 3022.37| 76.00000 5092.00| 76.00000 5092.00
450 m CULVERT PIPE, TYPE 2, 4, 5, 7 OR 8| | |
0021 P500.30 14.000 m | 70.70000 989.80| 127.00000 1778.00| 127.00000 1778.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0022 0030.10 LUMP| 300000.00000 300000.00| 380000.00000 380000.00| 75000.00000 75000.00
MOBILIZATION | | |
0023 1009.00 LUMP| 101000.00000 101000.00| 120000.00000 120000.00| 100000.00000 100000.00
GENERAL CLEARING AND GRUBBING | | |
0024 1010.00 2679523.000 m3 | 1.25000 3349403.75| 1.24000 3322608.52| 1.29000 3456584.67
EXCAVATION | | |
0025 1010.01 36600.000 m3 | 2.02000 73932.00| 2.00000 73200.00| 2.00000 73200.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0026 1010.50 1560.000 m3 | 2.02000 3151.20| 2.00000 3120.00| 2.00000 3120.00
REMOVAL OF UNSUITABLE MATERIAL | | |
0027 1011.00 39375.000 kL | 1.01000 39768.75| 1.00000 39375.00| 1.00000 39375.00
WATER | | |
0028 1012.00 276.000 EACH| 53.53000 14774.28| 53.00000 14628.00| 60.00000 16560.00
RIGHT-OF-WAY MARKERS | | |
0029 1017.00 13.215 LS | 60600.00000 60600.00| 130000.00000 130000.00| 185000.00000 185000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0030 1030.00 39526.000 m3 | 1.01000 39921.26| 1.00000 39526.00| 1.00000 39526.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0031 1041.00 19452.000 m2 | 0.38000 7391.76| 0.38000 7391.76| 0.38000 7391.76
SALVAGING AND PLACING TOPSOIL | | |
0032 1090.00 2.000 EACH| 505.00000 1010.00| 500.00000 1000.00| 500.00000 1000.00
ABANDON WELLS | | |
0033 1102.00 3337.000 m2 | 3.24000 10811.88| 3.21000 10711.77| 3.21000 10711.77
REMOVE ASPHALT SURFACE | | |
0034 1106.00 1196.000 m2 | 3.03000 3623.88| 3.00000 3588.00| 3.00000 3588.00
REMOVE DRIVEWAY | | |
0035 1109.00 180.000 m | 10.10000 1818.00| 10.00000 1800.00| 10.00000 1800.00
REMOVE CURB | | |
0036 1120.00 2.000 EACH| 505.00000 1010.00| 500.00000 1000.00| 500.00000 1000.00
REMOVE DISCHARGE STRUCTURE | | |
0037 1122.01 125.000 m2 | 4.04000 505.00| 4.00000 500.00| 4.00000 500.00
REMOVE CONCRETE MEDIAN SURFACING | | |
0038 1124.00 1.000 EACH| 101.00000 101.00| 100.00000 100.00| 100.00000 100.00
REMOVE BUILDING AT STA. 164+40 RT. | | |
0039 1124.01 1.000 EACH| 101.00000 101.00| 100.00000 100.00| 100.00000 100.00
REMOVE BUILDING AT STA. 164+74 RT | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0040 1124.02 1.000 EACH| 101.00000 101.00| 100.00000 100.00| 100.00000 100.00
REMOVE BUILDING AT STA. 165+07.4 RT | | |
0041 1124.03 1.000 EACH| 101.00000 101.00| 100.00000 100.00| 100.00000 100.00
REMOVE BUILDING AT STA. 226+81.63 RT | | |
0042 1124.04 1.000 EACH| 101.00000 101.00| 100.00000 100.00| 100.00000 100.00
REMOVE BUILDING AT STA. 227+00 LT | | |
0043 1125.00 1.000 EACH| 1515.00000 1515.00| 1500.00000 1500.00| 1500.00000 1500.00
CLEAR TRACT AT STA. 164+20 TO 165+20 RT.| | |
0044 1125.01 1.000 EACH| 1515.00000 1515.00| 1500.00000 1500.00| 1500.00000 1500.00
CLEAR TRACT AT STA. 226+65 TO 227+10 LT | | |
& RT | | |
0045 1128.50 270.000 m2 | 5.05000 1363.50| 5.00000 1350.00| 5.00000 1350.00
REMOVE SLAB | | |
0046 1701.24 350.500 m | 50.50000 17700.25| 50.00000 17525.00| 50.00000 17525.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0047 1701.36 43.000 m | 75.75000 3257.25| 75.00000 3225.00| 75.00000 3225.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0048 3001.00 7518.000 m2 | 2.39000 17968.02| 0.50000 3759.00| 0.60000 4510.80
BREAK CONCRETE PAVEMENT | | |
0049 3017.50 54.000 m2 | 116.58000 6295.32| 90.00000 4860.00| 90.00000 4860.00
INTERLOCKING CONCRETE PAVER BLOCK | | |
0050 4035.00 4.000 EACH| 50.50000 202.00| 100.00000 400.00| 100.00000 400.00
REMOVE FLARED-END SECTION | | |
0051 4050.01 30.000 m3 | 9.89000 296.70| 16.00000 480.00| 16.00000 480.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0052 4105.59 21.600 m3 | 807.17000 17434.87| 1300.00000 28080.00| 1300.00000 28080.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0053 4155.50 972.000 kg | 1.47000 1428.84| 1.70000 1652.40| 1.70000 1652.40
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0054 4310.18 33.000 EACH| 165.01000 5445.33| 166.00000 5478.00| 166.00000 5478.00
450 mm FLARED-END SECTION | | |
0055 4670.05 10.000 m3 | 75.75000 757.50| 140.00000 1400.00| 140.00000 1400.00
CULVERT SANDFILL | | |
0056 4900.24 39.000 EACH| 413.92000 16142.88| 450.00000 17550.00| 450.00000 17550.00
AREA INLET SEDIMENT FILTER | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0057 7017.00 1738.700 m | 8.59000 14935.43| 8.50000 14778.95| 7.50000 13040.25
REMOVE GUARDRAIL | | |
0058 9110.01 150.000 HOUR| 60.75000 9112.50| 75.00000 11250.00| 85.00000 12750.00
RENTAL OF LOADER, FULLY OPERATED | | |
0059 9110.02 150.000 HOUR| 60.60000 9090.00| 60.00000 9000.00| 80.00000 12000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0060 9110.07 150.000 HOUR| 36.49000 5473.50| 50.00000 7500.00| 55.00000 8250.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 4,750,744.39| $ 4,931,121.42| $ 4,801,292.67
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0061 0002.39 500.000 m | 4.04000 2020.00| 4.00000 2000.00| 4.00000 2000.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0062 0002.44 3600.000 m | 1.01000 3636.00| 1.00000 3600.00| 1.00000 3600.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0063 0030.30 LUMP| 600000.00000 600000.00| 191175.00000 191175.00| 405000.00000 405000.00
MOBILIZATION | | |
0064 1020.01 324.000 EACH| 15.15000 4908.60| 15.00000 4860.00| 15.00000 4860.00
DELINEATOR, TYPE I | | |
0065 2001.00 2842.000 m3 | 20.20000 57408.40| 20.00000 56840.00| 25.97000 73806.74
GRAVEL SURFACE COURSE | | |
0066 2010.00 277.000 m3 | 35.35000 9791.95| 35.00000 9695.00| 33.42000 9257.34
CRUSHED ROCK SURFACE COURSE | | |
0067 2021.00 22.000 EACH| 50.50000 1111.00| 50.00000 1100.00| 50.00000 1100.00
MAILBOX POST | | |
0068 3012.06 180.000 m | 38.56000 6940.80| 72.20000 12996.00| 72.20000 12996.00
CONCRETE CLASS 47B-25 MEDIAN CURB | | |
0069 3017.40 64.000 m2 | 40.53000 2593.92| 35.00000 2240.00| 35.00000 2240.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0070 3075.41 1415.000 m2 | 32.41000 45860.15| 27.65000 39124.75| 33.50000 47402.50
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0071 3075.51 607.000 m2 | 36.27000 22015.89| 34.30000 20820.10| 34.30000 20820.10
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0072 3075.55 235630.000 m2 | 27.41000 6458618.30| 26.80000 6314884.00| 26.48000 6239482.40
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0073 3089.25 10870.000 m2 | 17.60000 191312.00| 33.00000 358710.00| 38.28000 416103.60
TEMPORARY SURFACING 200mm | | |
0074 3275.20 125758.000 m2 | 4.63000 582259.54| 4.85000 609926.30| 5.68000 714305.44
CRUSH CONCRETE PAVEMENT | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0075 3275.21 18000.000 Mg | 9.46000 170280.00| 9.90000 178200.00| 9.61000 172980.00
CRUSH CONCRETE | | |
0076 3300.50 26.430 LS | 13464.94000 13464.94| 18000.00000 18000.00| 18150.00000 18150.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0077 4763.26 4.000 EACH| 141.41000 565.64| 600.00000 2400.00| 250.00000 1000.00
UNDERDRAIN HEADWALL | | |
0078 4764.35 49.500 m | 19.56000 968.22| 33.00000 1633.50| 30.00000 1485.00
100 mm PERFORATED PIPE UNDERDRAIN | | |
0079 7550.03 26000.000 m | 1.26000 32760.00| 1.25000 32500.00| 1.25000 32500.00
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0080 7550.04 32400.000 m | 1.26000 40824.00| 1.25000 40500.00| 1.25000 40500.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0081 8029.10 58953.000 m2 | 5.00000 294765.00| 4.40000 259393.20| 3.85000 226969.05
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0082 8029.84 8000.000 m2 | 1.52000 12160.00| 2.00000 16000.00| 3.48000 27840.00
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0083 8032.04 210279.000 m2 | 1.10000 231306.90| 1.60000 336446.40| 2.00000 420558.00
CRUSHED CONCRETE FOUNDATION COURSE 100 | | |
mm | | |
0084 8060.05 250.000 EACH| 46.71000 11677.50| 80.00000 20000.00| 187.00000 46750.00
GRANULAR SUBDRAIN | | |
0085 9009.86 66148.000 m2 | 12.09000 799729.32| 15.41000 1019340.68| 15.51000 1025955.48
SURFACING 150mm | | |
0086 9009.87 257.000 m2 | 17.55000 4510.35| 17.50000 4497.50| 21.50000 5525.50
SURFACING 200mm | | |
0087 9030.00 327.000 m | 7.05000 2305.35| 15.00000 4905.00| 15.00000 4905.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0088 9034.00 4205.000 m2 | 2.55000 10722.75| 4.00000 16820.00| 4.00000 16820.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0089 9111.00 5944.000 kL | 3.21000 19080.24| 2.50000 14860.00| 1.65000 9807.60
WATER | | |
0090 9170.00 573.677 StaM| 152.56000 87520.16| 198.67000 113972.41| 241.02000 138267.63
EARTH SHOULDER CONSTRUCTION | | |
0091 9173.20 310543.000 m2 | 0.81000 251539.83| 0.83000 257750.69| 0.87000 270172.41
SUBGRADE PREPARATION | | |
0092 9179.34 131624.000 m2 | 1.97000 259299.28| 1.91000 251401.84| 1.92000 252718.08
COLD MILLING, CLASS 4 | | |
0093 9179.54 55125.000 m2 | 1.96000 108045.00| 1.92000 105840.00| 1.93000 106391.25
COLD MILLING, CLASS 4 A | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0094 9185.50 109.000 m | 16.77000 1827.93| 10.00000 1090.00| 10.00000 1090.00
MILLING CONCRETE CURB | | |
0095 9185.77 457.740 StaM| 132.51000 60655.13| 100.00000 45774.00| 131.20000 60055.49
RUMBLE STRIPS, CONCRETE | | |
SECTION TOTALS | $ 10,402,484.09| $ 10,369,296.37| $ 10,833,414.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0096 P129.48 131.000 m | 296.94000 38899.14| 294.00000 38514.00| 294.00000 38514.00
1200 mm CULVERT PIPE, TYPE 2 CLASS V | | |
0097 P150.72 4.000 m | 456.52000 1826.08| 452.00000 1808.00| 452.00000 1808.00
1800 mm CULVERT PIPE, TYPE 5 | | |
0098 P200.24 163.000 m | 95.95000 15639.85| 95.00000 15485.00| 95.00000 15485.00
600mm CULVERT PIPE, TYPE 2 OR 5 | | |
0099 P200.30 103.000 m | 119.18000 12275.54| 118.00000 12154.00| 118.00000 12154.00
750 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0100 P200.36 59.000 m | 140.39000 8283.01| 139.00000 8201.00| 139.00000 8201.00
900 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0101 P200.42 52.000 m | 180.79000 9401.08| 179.00000 9308.00| 179.00000 9308.00
1050 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0102 P200.48 118.000 m | 214.12000 25266.16| 212.00000 25016.00| 212.00000 25016.00
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0103 P200.60 15.000 m | 251.49000 3772.35| 249.00000 3735.00| 249.00000 3735.00
1500 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0104 P400.18 3.000 m | 303.00000 909.00| 300.00000 900.00| 300.00000 900.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0105 P400.24 102.500 m | 95.95000 9834.88| 95.00000 9737.50| 95.00000 9737.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0106 P400.30 267.000 m | 119.18000 31821.06| 118.00000 31506.00| 118.00000 31506.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0107 P400.36 114.500 m | 140.39000 16074.66| 139.00000 15915.50| 139.00000 15915.50
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0108 P402.15 109.000 m | 55.55000 6054.95| 55.00000 5995.00| 55.00000 5995.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0109 P402.24 29.500 m | 60.60000 1787.70| 60.00000 1770.00| 60.00000 1770.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0110 P600.24 27.000 m | 60.60000 1636.20| 60.00000 1620.00| 60.00000 1620.00
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8| | |
0111 0030.40 LUMP| 150000.00000 150000.00| 75000.00000 75000.00| 75000.00000 75000.00
MOBILIZATION | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0112 1043.50 4261.000 m2 | 1.87000 7968.07| 1.85000 7882.85| 1.85000 7882.85
RIPRAP FILTER FABRIC | | |
0113 4005.00 308.000 kg | 2.63000 810.04| 2.60000 800.80| 2.60000 800.80
CAST IRON RING AND COVER | | |
0114 4013.00 1.000 EACH| 1090.80000 1090.80| 1080.00000 1080.00| 1080.00000 1080.00
TRASH GRATE | | |
0115 4016.00 1.000 EACH| 18382.00000 18382.00| 18200.00000 18200.00| 18200.00000 18200.00
MANHOLE AT STA. 134+55.50 | | |
0116 4016.01 1.000 EACH| 11493.80000 11493.80| 11380.00000 11380.00| 11380.00000 11380.00
MANHOLE AT STA. 135+06 | | |
0117 4035.00 16.000 EACH| 126.25000 2020.00| 125.00000 2000.00| 125.00000 2000.00
REMOVE FLARED-END SECTION | | |
0118 4040.00 2.000 EACH| 151.50000 303.00| 150.00000 300.00| 150.00000 300.00
REMOVE HEADWALLS FROM CULVERTS | | |
0119 4041.00 1.000 EACH| 3030.00000 3030.00| 3000.00000 3000.00| 3000.00000 3000.00
CULVERT CLEANOUT AT STA. 11701+22.0 | | |
0120 4043.00 131.000 m | 32.32000 4233.92| 32.00000 4192.00| 32.00000 4192.00
REMOVE CULVERT PIPE | | |
0121 4044.00 1.000 EACH| 1616.00000 1616.00| 1600.00000 1600.00| 1600.00000 1600.00
PREPARATION OF STRUCTURE AT STA. | | |
134+65.47 | | |
0122 4044.01 1.000 EACH| 3636.00000 3636.00| 3600.00000 3600.00| 3600.00000 3600.00
PREPARATION OF STRUCTURE AT STA. | | |
145+91.64 | | |
0123 4044.02 1.000 EACH| 454.50000 454.50| 450.00000 450.00| 450.00000 450.00
PREPARATION OF STRUCTURE AT STA. | | |
152+73.88 | | |
0124 4044.03 1.000 EACH| 909.00000 909.00| 900.00000 900.00| 900.00000 900.00
PREPARATION OF STRUCTURE AT STA. | | |
154+20.22 | | |
0125 4044.04 1.000 EACH| 1616.00000 1616.00| 1600.00000 1600.00| 1600.00000 1600.00
PREPARATION OF STRUCTURE AT STA. | | |
154+72.34 | | |
0126 4044.05 1.000 EACH| 3636.00000 3636.00| 3600.00000 3600.00| 3600.00000 3600.00
PREPARATION OF STRUCTURE AT STA. | | |
170+33.18 | | |
0127 4044.06 1.000 EACH| 1262.50000 1262.50| 1250.00000 1250.00| 1250.00000 1250.00
PREPARATION OF STRUCTURE AT STA. | | |
174+92.60 | | |
0128 4044.07 1.000 EACH| 454.50000 454.50| 450.00000 450.00| 450.00000 450.00
PREPARATION OF STRUCTURE AT STA. | | |
176+62.94 | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0129 4044.08 1.000 EACH| 1010.00000 1010.00| 1000.00000 1000.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
221+57.31 | | |
0130 4044.09 1.000 EACH| 1010.00000 1010.00| 1000.00000 1000.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
231+09.59 | | |
0131 4044.10 1.000 EACH| 631.25000 631.25| 625.00000 625.00| 625.00000 625.00
PREPARATION OF STRUCTURE AT STA. | | |
233+37.95 | | |
0132 4044.11 1.000 EACH| 631.25000 631.25| 625.00000 625.00| 625.00000 625.00
PREPARATION OF STRUCTURE AT STA. | | |
247+02.75 | | |
0133 4044.12 1.000 EACH| 1262.50000 1262.50| 1250.00000 1250.00| 1250.00000 1250.00
PREPARATION OF STRUCTURE AT STA. | | |
250+58.69 | | |
0134 4045.00 1.000 EACH| 7070.00000 7070.00| 7000.00000 7000.00| 7000.00000 7000.00
REMOVE STRUCTURE AT STA. 125+58.18 LT. | | |
0135 4045.01 1.000 EACH| 6060.00000 6060.00| 6000.00000 6000.00| 6000.00000 6000.00
REMOVE STRUCTURE AT STA. 131+20.00 LT. | | |
0136 4045.02 1.000 EACH| 3838.00000 3838.00| 3800.00000 3800.00| 3800.00000 3800.00
REMOVE STRUCTURE AT STA. 138+56.64 LT. | | |
0137 4045.03 1.000 EACH| 2525.00000 2525.00| 2500.00000 2500.00| 2500.00000 2500.00
REMOVE STRUCTURE AT STA. 141+24.80 LT. | | |
0138 4045.04 1.000 EACH| 1818.00000 1818.00| 1800.00000 1800.00| 1800.00000 1800.00
REMOVE STRUCTURE AT STA. 144+03.80 | | |
0139 4045.05 1.000 EACH| 12120.00000 12120.00| 12000.00000 12000.00| 12000.00000 12000.00
REMOVE STRUCTURE AT STA. 154+72.34 | | |
0140 4045.06 1.000 EACH| 5656.00000 5656.00| 5600.00000 5600.00| 5600.00000 5600.00
REMOVE STRUCTURE AT STA. 163+65.40 | | |
0141 4045.07 1.000 EACH| 7070.00000 7070.00| 7000.00000 7000.00| 7000.00000 7000.00
REMOVE STRUCTURE AT STA. 168+27.40 LT. | | |
0142 4045.08 1.000 EACH| 2525.00000 2525.00| 2500.00000 2500.00| 2500.00000 2500.00
REMOVE STRUCTURE AT STA. 194+78.76 | | |
0143 4045.09 1.000 EACH| 4545.00000 4545.00| 4500.00000 4500.00| 4500.00000 4500.00
REMOVE STRUCTURE AT STA. 196+75.68 | | |
0144 4045.10 1.000 EACH| 1818.00000 1818.00| 1800.00000 1800.00| 1800.00000 1800.00
REMOVE STRUCTURE AT STA. 201+25.36 LT. | | |
0145 4045.11 1.000 EACH| 3838.00000 3838.00| 3800.00000 3800.00| 3800.00000 3800.00
REMOVE STRUCTURE AT STA. 205+28.98 LT. | | |
0146 4045.12 1.000 EACH| 8736.50000 8736.50| 8650.00000 8650.00| 8650.00000 8650.00
REMOVE STRUCTURE AT STA. 210+38.71 LT. | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0147 4045.13 1.000 EACH| 5555.00000 5555.00| 5500.00000 5500.00| 5500.00000 5500.00
REMOVE STRUCTURE AT STA. 215+71.59 | | |
0148 4045.14 1.000 EACH| 17170.00000 17170.00| 17000.00000 17000.00| 17000.00000 17000.00
REMOVE STRUCTURE AT STA. 219+48.81 LT. | | |
0149 4045.15 1.000 EACH| 6565.00000 6565.00| 6500.00000 6500.00| 6500.00000 6500.00
REMOVE STRUCTURE AT STA. 227+61.00 | | |
0150 4045.16 1.000 EACH| 3030.00000 3030.00| 3000.00000 3000.00| 3000.00000 3000.00
REMOVE STRUCTURE AT STA. 239+31.58 LT. | | |
0151 4045.17 1.000 EACH| 4040.00000 4040.00| 4000.00000 4000.00| 4000.00000 4000.00
REMOVE STRUCTURE AT STA. 242+05.25 LT. | | |
0152 4045.18 1.000 EACH| 1868.50000 1868.50| 1850.00000 1850.00| 1850.00000 1850.00
REMOVE STRUCTURE AT STA. 243+49.72 LT. | | |
0153 4045.19 1.000 EACH| 3838.00000 3838.00| 3800.00000 3800.00| 3800.00000 3800.00
REMOVE STRUCTURE AT STA. 244+65.81 LT. | | |
0154 4045.20 1.000 EACH| 1010.00000 1010.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 249+12.37 LT. | | |
0155 4045.21 1.000 EACH| 3030.00000 3030.00| 3000.00000 3000.00| 3000.00000 3000.00
REMOVE STRUCTURE AT STA. 11500+01.14 | | |
0156 4050.01 6728.000 m3 | 8.08000 54362.24| 8.00000 53824.00| 8.00000 53824.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0157 4051.01 13147.000 m3 | 12.12000 159341.64| 12.00000 157764.00| 12.00000 157764.00
EXCAVATION FOR BOX CULVERTS | | |
0158 4054.60 20.000 m | 1727.10000 34542.00| 1710.00000 34200.00| 1710.00000 34200.00
TEMPORARY SHORING | | |
0159 4101.06 2725.880 m3 | 307.04000 836954.20| 304.00000 828667.52| 304.00000 828667.52
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0160 4105.59 4.600 m3 | 757.50000 3484.50| 750.00000 3450.00| 750.00000 3450.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0161 4107.07 12.140 m3 | 626.20000 7602.07| 620.00000 7526.80| 620.00000 7526.80
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0162 4151.00 170362.000 kg | 1.21000 206138.02| 1.20000 204434.40| 1.20000 204434.40
REINFORCING STEEL FOR BOX CULVERT | | |
0163 4155.50 170.000 kg | 2.22000 377.40| 2.20000 374.00| 2.20000 374.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0164 4157.00 22.000 kg | 2.53000 55.66| 2.50000 55.00| 2.50000 55.00
REINFORCING STEEL FOR COLLARS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0165 4310.15 10.000 EACH| 151.50000 1515.00| 150.00000 1500.00| 150.00000 1500.00
375 mm FLARED-END SECTION | | |
0166 4310.24 20.000 EACH| 202.00000 4040.00| 200.00000 4000.00| 200.00000 4000.00
600 mm FLARED-END SECTION | | |
0167 4310.30 9.000 EACH| 292.90000 2636.10| 290.00000 2610.00| 290.00000 2610.00
750 mm FLARED-END SECTION | | |
0168 4310.36 8.000 EACH| 353.50000 2828.00| 350.00000 2800.00| 350.00000 2800.00
900 mm FLARED-END SECTION | | |
0169 4310.42 3.000 EACH| 626.20000 1878.60| 620.00000 1860.00| 620.00000 1860.00
1050 mm FLARED-END SECTION | | |
0170 4310.48 6.000 EACH| 676.70000 4060.20| 670.00000 4020.00| 670.00000 4020.00
1200 mm FLARED-END SECTION | | |
0171 4310.72 2.000 EACH| 1212.00000 2424.00| 1200.00000 2400.00| 1200.00000 2400.00
1800 mm FLARED-END SECTION | | |
0172 4670.05 64.000 m3 | 106.05000 6787.20| 105.00000 6720.00| 105.00000 6720.00
CULVERT SANDFILL | | |
0173 4885.48 122.000 m | 836.28000 102026.16| 828.00000 101016.00| 828.00000 101016.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS V | | |
0174 6105.01 277.000 Mg | 35.15000 9736.55| 34.80000 9639.60| 34.80000 9639.60
ROCK RIPRAP, TYPE A | | |
0175 6105.02 2825.000 Mg | 35.15000 99298.75| 34.80000 98310.00| 34.80000 98310.00
ROCK RIPRAP, TYPE B | | |
0176 6105.03 565.000 Mg | 38.38000 21684.70| 38.00000 21470.00| 38.00000 21470.00
ROCK RIPRAP, TYPE C | | |
SECTION TOTALS | $ 2,076,441.78| $ 1,982,691.97| $ 1,982,691.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 187+25.74
TRIPLE 3.0m x 3.9m x 90.5m CONCRETE BOX CULVERT
| | |
0177 0030.40 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 15000.00000 15000.00
MOBILIZATION | | |
0178 4045.00 1.000 EACH| 12871.33000 12871.33| 20000.00000 20000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 187+22.55 LT. | | |
0179 4051.01 1909.000 m3 | 9.97000 19032.73| 16.50000 31498.50| 16.50000 31498.50
EXCAVATION FOR BOX CULVERTS | | |
0180 4101.06 1269.550 m3 | 254.13000 322630.74| 285.00000 361821.75| 285.00000 361821.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0181 4151.00 65482.000 kg | 1.36000 89055.52| 1.25000 81852.50| 1.25000 81852.50
REINFORCING STEEL FOR BOX CULVERT | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 493,590.32| $ 510,172.75| $ 510,172.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0182 L001.01 61.500 ha | 1696.80000 104353.20| 1680.00000 103320.00| 1680.00000 103320.00
SEEDING, TYPE A | | |
0183 L001.02 23.500 ha | 999.90000 23497.65| 990.00000 23265.00| 990.00000 23265.00
SEEDING, TYPE B | | |
0184 L010.00 184.000 m2 | 6.06000 1115.04| 6.00000 1104.00| 6.00000 1104.00
SODDING | | |
0185 L020.03 69727.000 m2 | 1.82000 126903.14| 1.80000 125508.60| 1.80000 125508.60
EROSION CONTROL, TYPE C | | |
0186 L020.10 36607.000 m2 | 1.34000 49053.38| 1.33000 48687.31| 1.33000 48687.31
EROSION CONTROL, TYPE HV | | |
0187 L032.75 383.000 Mg | 70.70000 27078.10| 70.00000 26810.00| 70.00000 26810.00
MULCH | | |
0188 0030.50 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 333,000.51| $ 329,694.91| $ 329,694.91
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0189 A001.12 4.000 EACH| 303.00000 1212.00| 300.00000 1200.00| 300.00000 1200.00
PULL BOX, TYPE PB-5 | | |
0190 A009.14 8.000 EACH| 1641.25000 13130.00| 1625.00000 13000.00| 1625.00000 13000.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0191 A020.10 1.000 EACH| 909.00000 909.00| 900.00000 900.00| 900.00000 900.00
LIGHTING CONTROL CENTER, TYPE D | | |
0192 A020.30 1.000 EACH| 1515.00000 1515.00| 1500.00000 1500.00| 1500.00000 1500.00
LIGHTING CONTROL CENTER, TYPE R | | |
0193 A070.10 170.000 m | 6.06000 1030.20| 6.00000 1020.00| 6.00000 1020.00
38 mm CONDUIT IN TRENCH | | |
0194 A074.12 150.000 m | 40.40000 6060.00| 40.00000 6000.00| 40.00000 6000.00
38 mm CONDUIT, JACKED | | |
0195 A080.22 320.000 m | 1.01000 323.20| 1.00000 320.00| 1.00000 320.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0196 A080.24 640.000 m | 2.02000 1292.80| 2.00000 1280.00| 2.00000 1280.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0197 0030.81 LUMP| 1010.00000 1010.00| 1150.00000 1150.00| 1000.00000 1000.00
MOBILIZATION | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(1) 1344 |(2) 0751 |(3) 1216
|DOBSON BROTHERS CONSTRUCTION|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 26,482.20| $ 26,370.00| $ 26,220.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0198 0001.08 96565.000 BDAY| 0.50000 48282.50| 0.50000 48282.50| 0.50000 48282.50
BARRICADE, TYPE II | | |
0199 0001.10 131412.000 BDAY| 0.20000 26282.40| 0.20000 26282.40| 0.25000 32853.00
BARRICADE, TYPE III | | |
0200 0001.30 4527.000 LDAY| 0.30000 1358.10| 0.30000 1358.10| 0.30000 1358.10
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0201 0001.75 72.000 EACH| 10.10000 727.20| 10.00000 720.00| 10.00000 720.00
TEMPORARY SIGN DAY | | |
0202 0001.90 139544.000 EACH| 0.15000 20931.60| 0.15000 20931.60| 0.20000 27908.80
SIGN DAY | | |
0203 0002.97 1195.000 DAY | 10.10000 12069.50| 10.00000 11950.00| 10.00000 11950.00
FLASHING ARROW PANEL | | |
0204 0003.10 220.000 DAY | 181.80000 39996.00| 220.00000 48400.00| 210.00000 46200.00
FLAGGING | | |
0205 0003.35 6.000 DAY | 1212.00000 7272.00| 1200.00000 7200.00| 1200.00000 7200.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0206 0003.51 405.000 m | 24.72000 10011.60| 60.00000 24300.00| 35.00000 14175.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0207 0010.04 1.000 EACH| 5311.35000 5311.35| 11000.00000 11000.00| 8500.00000 8500.00
FIELD OFFICE | | |
0208 0030.00 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 22000.00000 22000.00
MOBILIZATION | | |
SECTION TOTALS | $ 192,242.25| $ 218,424.60| $ 221,147.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 18,274,985.54| $ 18,367,772.02| $ 18,704,634.31
====================================================================================================================================
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 85.000 ha | 125.00000 10625.00| 131.00000 11135.00| 140.00000 11900.00
COVER CROP SEEDING | | |
0002 L020.00 86046.000 m2 | 1.28000 110138.88| 1.35000 116162.10| 1.40000 120464.40
EROSION CONTROL | | |
0003 L020.01 25783.000 m2 | 5.00000 128915.00| 5.25000 135360.75| 5.75000 148252.25
EROSION CONTROL, TYPE A | | |
0004 L020.03 305.000 m2 | 1.80000 549.00| 1.89000 576.45| 2.00000 610.00
EROSION CONTROL, TYPE C | | |
0005 L020.08 9902.000 m2 | 5.10000 50500.20| 5.36000 53074.72| 6.00000 59412.00
EROSION CONTROL, TYPE AA | | |
0006 L020.09 1136.000 m2 | 11.30000 12836.80| 11.88000 13495.68| 13.00000 14768.00
EROSION CONTROL, TYPE AAA | | |
0007 L020.10 35350.000 m2 | 1.33000 47015.50| 1.40000 49490.00| 1.50000 53025.00
EROSION CONTROL, TYPE HV | | |
0008 L021.01 2395.000 BALE| 15.75000 37721.25| 16.55000 39637.25| 18.00000 43110.00
EROSION CHECKS, TYPE A | | |
0009 L021.03 28.000 BALE| 10.00000 280.00| 10.51000 294.28| 11.50000 322.00
EROSION CHECKS, TYPE C | | |
0010 L021.06 1205.000 BALE| 11.00000 13255.00| 11.56000 13929.80| 12.60000 15183.00
EROSION CHECKS, TYPE HV | | |
0011 L021.11 350.000 BALE| 15.75000 5512.50| 16.55000 5792.50| 18.00000 6300.00
EROSION CHECKS, TYPE ST-A | | |
0012 L021.15 1526.000 BALE| 15.00000 22890.00| 15.76000 24049.76| 17.00000 25942.00
EROSION CHECKS, TYPE ST-HV | | |
0013 L021.21 903.000 BALE| 15.75000 14222.25| 16.55000 14944.65| 18.00000 16254.00
EROSION CHECKS, TYPE AA | | |
0014 L022.11 6116.400 m | 6.50000 39756.60| 6.83000 41775.01| 7.50000 45873.00
FABRIC SILT FENCE-LOW POROSITY | | |
0015 L022.12 18.600 m | 7.50000 139.50| 7.88000 146.57| 8.60000 159.96
FABRIC SILT FENCE-HIGH POROSITY | | |
0016 L022.25 78.000 m | 15.00000 1170.00| 15.76000 1229.28| 17.00000 1326.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0017 L022.75 3781.000 m | 16.34000 61781.54| 17.17000 64919.77| 23.00000 86963.00
TEMPORARY SILT CHECK | | |
0018 P310.42 30.500 m | 190.00000 5795.00| 105.00000 3202.50| 140.00000 4270.00
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0019 P400.18 930.000 m | 87.00000 80910.00| 52.55000 48871.50| 50.00000 46500.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 P500.18 67.000 m | 76.00000 5092.00| 52.55000 3520.85| 51.00000 3417.00
450 m CULVERT PIPE, TYPE 2, 4, 5, 7 OR 8| | |
0021 P500.30 14.000 m | 127.00000 1778.00| 73.00000 1022.00| 86.00000 1204.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0022 0030.10 LUMP| 75000.00000 75000.00| 70000.00000 70000.00| 85000.00000 85000.00
MOBILIZATION | | |
0023 1009.00 LUMP| 100000.00000 100000.00| 105000.00000 105000.00| 60000.00000 60000.00
GENERAL CLEARING AND GRUBBING | | |
0024 1010.00 2679523.000 m3 | 1.24000 3322608.52| 1.30000 3483379.90| 1.45000 3885308.35
EXCAVATION | | |
0025 1010.01 36600.000 m3 | 2.00000 73200.00| 2.10000 76860.00| 2.25000 82350.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0026 1010.50 1560.000 m3 | 2.00000 3120.00| 2.10000 3276.00| 2.00000 3120.00
REMOVAL OF UNSUITABLE MATERIAL | | |
0027 1011.00 39375.000 kL | 1.00000 39375.00| 1.05000 41343.75| 0.50000 19687.50
WATER | | |
0028 1012.00 276.000 EACH| 53.00000 14628.00| 55.00000 15180.00| 75.00000 20700.00
RIGHT-OF-WAY MARKERS | | |
0029 1017.00 13.215 LS | 115000.00000 115000.00| 120000.00000 120000.00| 120000.00000 120000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0030 1030.00 39526.000 m3 | 1.00000 39526.00| 1.05000 41502.30| 2.50000 98815.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0031 1041.00 19452.000 m2 | 0.38000 7391.76| 0.40000 7780.80| 0.40000 7780.80
SALVAGING AND PLACING TOPSOIL | | |
0032 1090.00 2.000 EACH| 500.00000 1000.00| 525.50000 1051.00| 1000.00000 2000.00
ABANDON WELLS | | |
0033 1102.00 3337.000 m2 | 3.21000 10711.77| 3.40000 11345.80| 3.00000 10011.00
REMOVE ASPHALT SURFACE | | |
0034 1106.00 1196.000 m2 | 3.00000 3588.00| 3.15000 3767.40| 3.00000 3588.00
REMOVE DRIVEWAY | | |
0035 1109.00 180.000 m | 10.00000 1800.00| 10.50000 1890.00| 6.00000 1080.00
REMOVE CURB | | |
0036 1120.00 2.000 EACH| 500.00000 1000.00| 525.50000 1051.00| 100.00000 200.00
REMOVE DISCHARGE STRUCTURE | | |
0037 1122.01 125.000 m2 | 4.00000 500.00| 4.20000 525.00| 4.00000 500.00
REMOVE CONCRETE MEDIAN SURFACING | | |
0038 1124.00 1.000 EACH| 100.00000 100.00| 110.00000 110.00| 40.00000 40.00
REMOVE BUILDING AT STA. 164+40 RT. | | |
0039 1124.01 1.000 EACH| 100.00000 100.00| 110.00000 110.00| 40.00000 40.00
REMOVE BUILDING AT STA. 164+74 RT | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0040 1124.02 1.000 EACH| 100.00000 100.00| 110.00000 110.00| 700.00000 700.00
REMOVE BUILDING AT STA. 165+07.4 RT | | |
0041 1124.03 1.000 EACH| 100.00000 100.00| 110.00000 110.00| 600.00000 600.00
REMOVE BUILDING AT STA. 226+81.63 RT | | |
0042 1124.04 1.000 EACH| 100.00000 100.00| 110.00000 110.00| 500.00000 500.00
REMOVE BUILDING AT STA. 227+00 LT | | |
0043 1125.00 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 500.00000 500.00
CLEAR TRACT AT STA. 164+20 TO 165+20 RT.| | |
0044 1125.01 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 3500.00000 3500.00
CLEAR TRACT AT STA. 226+65 TO 227+10 LT | | |
& RT | | |
0045 1128.50 270.000 m2 | 5.00000 1350.00| 5.25000 1417.50| 2.00000 540.00
REMOVE SLAB | | |
0046 1701.24 350.500 m | 50.00000 17525.00| 63.00000 22081.50| 40.00000 14020.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0047 1701.36 43.000 m | 75.00000 3225.00| 95.00000 4085.00| 62.00000 2666.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0048 3001.00 7518.000 m2 | 0.50000 3759.00| 0.50000 3759.00| 0.50000 3759.00
BREAK CONCRETE PAVEMENT | | |
0049 3017.50 54.000 m2 | 90.00000 4860.00| 95.00000 5130.00| 100.00000 5400.00
INTERLOCKING CONCRETE PAVER BLOCK | | |
0050 4035.00 4.000 EACH| 100.00000 400.00| 53.00000 212.00| 60.00000 240.00
REMOVE FLARED-END SECTION | | |
0051 4050.01 30.000 m3 | 16.00000 480.00| 18.00000 540.00| 19.00000 570.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0052 4105.59 21.600 m3 | 1300.00000 28080.00| 945.00000 20412.00| 800.00000 17280.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0053 4155.50 972.000 kg | 1.70000 1652.40| 1.58000 1535.76| 2.00000 1944.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0054 4310.18 33.000 EACH| 166.00000 5478.00| 160.00000 5280.00| 120.00000 3960.00
450 mm FLARED-END SECTION | | |
0055 4670.05 10.000 m3 | 140.00000 1400.00| 79.00000 790.00| 90.00000 900.00
CULVERT SANDFILL | | |
0056 4900.24 39.000 EACH| 450.00000 17550.00| 215.00000 8385.00| 450.00000 17550.00
AREA INLET SEDIMENT FILTER | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0057 7017.00 1738.700 m | 8.50000 14778.95| 8.00000 13909.60| 4.00000 6954.80
REMOVE GUARDRAIL | | |
0058 9110.01 150.000 HOUR| 75.00000 11250.00| 75.00000 11250.00| 70.00000 10500.00
RENTAL OF LOADER, FULLY OPERATED | | |
0059 9110.02 150.000 HOUR| 60.00000 9000.00| 75.00000 11250.00| 80.00000 12000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0060 9110.07 150.000 HOUR| 50.00000 7500.00| 75.00000 11250.00| 40.00000 6000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 4,591,121.42| $ 4,751,620.73| $ 5,215,560.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0061 0002.39 500.000 m | 4.00000 2000.00| 4.20000 2100.00| 3.25000 1625.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0062 0002.44 3600.000 m | 1.50000 5400.00| 1.05000 3780.00| 2.30000 8280.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0063 0030.30 LUMP| 450000.00000 450000.00| 350000.00000 350000.00| 125000.00000 125000.00
MOBILIZATION | | |
0064 1020.01 324.000 EACH| 15.00000 4860.00| 15.80000 5119.20| 20.00000 6480.00
DELINEATOR, TYPE I | | |
0065 2001.00 2842.000 m3 | 15.50000 44051.00| 30.00000 85260.00| 19.00000 53998.00
GRAVEL SURFACE COURSE | | |
0066 2010.00 277.000 m3 | 35.00000 9695.00| 60.00000 16620.00| 36.00000 9972.00
CRUSHED ROCK SURFACE COURSE | | |
0067 2021.00 22.000 EACH| 50.00000 1100.00| 55.00000 1210.00| 40.00000 880.00
MAILBOX POST | | |
0068 3012.06 180.000 m | 72.20000 12996.00| 30.00000 5400.00| 42.00000 7560.00
CONCRETE CLASS 47B-25 MEDIAN CURB | | |
0069 3017.40 64.000 m2 | 35.00000 2240.00| 47.00000 3008.00| 28.00000 1792.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0070 3075.41 1415.000 m2 | 33.50000 47402.50| 35.00000 49525.00| 28.00000 39620.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0071 3075.51 607.000 m2 | 34.30000 20820.10| 38.85000 23581.95| 30.00000 18210.00
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0072 3075.55 235630.000 m2 | 28.57000 6731949.10| 28.00000 6597640.00| 30.00000 7068900.00
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0073 3089.25 10870.000 m2 | 34.40000 373928.00| 24.00000 260880.00| 32.00000 347840.00
TEMPORARY SURFACING 200mm | | |
0074 3275.20 125758.000 m2 | 5.00000 628790.00| 5.85000 735684.30| 5.50000 691669.00
CRUSH CONCRETE PAVEMENT | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0075 3275.21 18000.000 Mg | 9.90000 178200.00| 6.50000 117000.00| 11.00000 198000.00
CRUSH CONCRETE | | |
0076 3300.50 26.430 LS | 8000.00000 8000.00| 20000.00000 20000.00| 35000.00000 35000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0077 4763.26 4.000 EACH| 150.00000 600.00| 500.00000 2000.00| 150.00000 600.00
UNDERDRAIN HEADWALL | | |
0078 4764.35 49.500 m | 45.00000 2227.50| 22.00000 1089.00| 20.00000 990.00
100 mm PERFORATED PIPE UNDERDRAIN | | |
0079 7550.03 26000.000 m | 1.25000 32500.00| 1.31000 34060.00| 1.45000 37700.00
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0080 7550.04 32400.000 m | 1.25000 40500.00| 1.31000 42444.00| 1.45000 46980.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0081 8029.10 58953.000 m2 | 5.06000 298302.18| 5.10000 300660.30| 4.00000 235812.00
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0082 8029.84 8000.000 m2 | 1.59000 12720.00| 2.30000 18400.00| 1.50000 12000.00
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0083 8032.04 210279.000 m2 | 1.80000 378502.20| 2.00000 420558.00| 0.70000 147195.30
CRUSHED CONCRETE FOUNDATION COURSE 100 | | |
mm | | |
0084 8060.05 250.000 EACH| 75.00000 18750.00| 120.00000 30000.00| 70.00000 17500.00
GRANULAR SUBDRAIN | | |
0085 9009.86 66148.000 m2 | 13.48000 891675.04| 12.25000 810313.00| 18.00000 1190664.00
SURFACING 150mm | | |
0086 9009.87 257.000 m2 | 35.00000 8995.00| 25.75000 6617.75| 27.00000 6939.00
SURFACING 200mm | | |
0087 9030.00 327.000 m | 15.00000 4905.00| 12.50000 4087.50| 25.00000 8175.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0088 9034.00 4205.000 m2 | 2.50000 10512.50| 1.25000 5256.25| 1.00000 4205.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0089 9111.00 5944.000 kL | 2.00000 11888.00| 2.75000 16346.00| 1.50000 8916.00
WATER | | |
0090 9170.00 573.677 StaM| 150.00000 86051.55| 265.00000 152024.41| 165.00000 94656.71
EARTH SHOULDER CONSTRUCTION | | |
0091 9173.20 310543.000 m2 | 1.08000 335386.44| 1.30000 403705.90| 0.60000 186325.80
SUBGRADE PREPARATION | | |
0092 9179.34 131624.000 m2 | 1.90000 250085.60| 2.00000 263248.00| 2.00000 263248.00
COLD MILLING, CLASS 4 | | |
0093 9179.54 55125.000 m2 | 1.95000 107493.75| 2.15000 118518.75| 2.00000 110250.00
COLD MILLING, CLASS 4 A | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0094 9185.50 109.000 m | 21.50000 2343.50| 9.50000 1035.50| 45.00000 4905.00
MILLING CONCRETE CURB | | |
0095 9185.77 457.740 StaM| 115.00000 52640.10| 115.00000 52640.10| 150.00000 68661.00
RUMBLE STRIPS, CONCRETE | | |
SECTION TOTALS | $ 11,067,510.06| $ 10,959,812.91| $ 11,060,548.81
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0096 P129.48 131.000 m | 294.00000 38514.00| 309.00000 40479.00| 300.00000 39300.00
1200 mm CULVERT PIPE, TYPE 2 CLASS V | | |
0097 P150.72 4.000 m | 452.00000 1808.00| 475.00000 1900.00| 452.00000 1808.00
1800 mm CULVERT PIPE, TYPE 5 | | |
0098 P200.24 163.000 m | 95.00000 15485.00| 100.00000 16300.00| 100.00000 16300.00
600mm CULVERT PIPE, TYPE 2 OR 5 | | |
0099 P200.30 103.000 m | 118.00000 12154.00| 125.00000 12875.00| 116.00000 11948.00
750 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0100 P200.36 59.000 m | 139.00000 8201.00| 145.00000 8555.00| 139.00000 8201.00
900 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0101 P200.42 52.000 m | 179.00000 9308.00| 190.00000 9880.00| 179.00000 9308.00
1050 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0102 P200.48 118.000 m | 212.00000 25016.00| 223.00000 26314.00| 212.00000 25016.00
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0103 P200.60 15.000 m | 249.00000 3735.00| 262.00000 3930.00| 249.00000 3735.00
1500 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0104 P400.18 3.000 m | 300.00000 900.00| 315.00000 945.00| 300.00000 900.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0105 P400.24 102.500 m | 95.00000 9737.50| 100.00000 10250.00| 95.00000 9737.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0106 P400.30 267.000 m | 118.00000 31506.00| 124.00000 33108.00| 118.00000 31506.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0107 P400.36 114.500 m | 139.00000 15915.50| 146.00000 16717.00| 139.00000 15915.50
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0108 P402.15 109.000 m | 55.00000 5995.00| 57.80000 6300.20| 55.00000 5995.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0109 P402.24 29.500 m | 60.00000 1770.00| 63.00000 1858.50| 60.00000 1770.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0110 P600.24 27.000 m | 60.00000 1620.00| 63.00000 1701.00| 60.00000 1620.00
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8| | |
0111 0030.40 LUMP| 75000.00000 75000.00| 80000.00000 80000.00| 100000.00000 100000.00
MOBILIZATION | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0112 1043.50 4261.000 m2 | 1.85000 7882.85| 1.94000 8266.34| 1.85000 7882.85
RIPRAP FILTER FABRIC | | |
0113 4005.00 308.000 kg | 2.60000 800.80| 2.73000 840.84| 2.60000 800.80
CAST IRON RING AND COVER | | |
0114 4013.00 1.000 EACH| 1080.00000 1080.00| 1200.00000 1200.00| 1080.00000 1080.00
TRASH GRATE | | |
0115 4016.00 1.000 EACH| 18200.00000 18200.00| 19000.00000 19000.00| 19000.00000 19000.00
MANHOLE AT STA. 134+55.50 | | |
0116 4016.01 1.000 EACH| 11380.00000 11380.00| 12000.00000 12000.00| 12000.00000 12000.00
MANHOLE AT STA. 135+06 | | |
0117 4035.00 16.000 EACH| 125.00000 2000.00| 131.00000 2096.00| 125.00000 2000.00
REMOVE FLARED-END SECTION | | |
0118 4040.00 2.000 EACH| 150.00000 300.00| 158.00000 316.00| 150.00000 300.00
REMOVE HEADWALLS FROM CULVERTS | | |
0119 4041.00 1.000 EACH| 3000.00000 3000.00| 3160.00000 3160.00| 3000.00000 3000.00
CULVERT CLEANOUT AT STA. 11701+22.0 | | |
0120 4043.00 131.000 m | 32.00000 4192.00| 35.00000 4585.00| 32.00000 4192.00
REMOVE CULVERT PIPE | | |
0121 4044.00 1.000 EACH| 1600.00000 1600.00| 1700.00000 1700.00| 1600.00000 1600.00
PREPARATION OF STRUCTURE AT STA. | | |
134+65.47 | | |
0122 4044.01 1.000 EACH| 3600.00000 3600.00| 3800.00000 3800.00| 3600.00000 3600.00
PREPARATION OF STRUCTURE AT STA. | | |
145+91.64 | | |
0123 4044.02 1.000 EACH| 450.00000 450.00| 475.00000 475.00| 450.00000 450.00
PREPARATION OF STRUCTURE AT STA. | | |
152+73.88 | | |
0124 4044.03 1.000 EACH| 900.00000 900.00| 945.00000 945.00| 900.00000 900.00
PREPARATION OF STRUCTURE AT STA. | | |
154+20.22 | | |
0125 4044.04 1.000 EACH| 1600.00000 1600.00| 1700.00000 1700.00| 1600.00000 1600.00
PREPARATION OF STRUCTURE AT STA. | | |
154+72.34 | | |
0126 4044.05 1.000 EACH| 3600.00000 3600.00| 3800.00000 3800.00| 3600.00000 3600.00
PREPARATION OF STRUCTURE AT STA. | | |
170+33.18 | | |
0127 4044.06 1.000 EACH| 1250.00000 1250.00| 1300.00000 1300.00| 1250.00000 1250.00
PREPARATION OF STRUCTURE AT STA. | | |
174+92.60 | | |
0128 4044.07 1.000 EACH| 450.00000 450.00| 475.00000 475.00| 450.00000 450.00
PREPARATION OF STRUCTURE AT STA. | | |
176+62.94 | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0129 4044.08 1.000 EACH| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
221+57.31 | | |
0130 4044.09 1.000 EACH| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
231+09.59 | | |
0131 4044.10 1.000 EACH| 625.00000 625.00| 660.00000 660.00| 625.00000 625.00
PREPARATION OF STRUCTURE AT STA. | | |
233+37.95 | | |
0132 4044.11 1.000 EACH| 625.00000 625.00| 660.00000 660.00| 625.00000 625.00
PREPARATION OF STRUCTURE AT STA. | | |
247+02.75 | | |
0133 4044.12 1.000 EACH| 1250.00000 1250.00| 1300.00000 1300.00| 1250.00000 1250.00
PREPARATION OF STRUCTURE AT STA. | | |
250+58.69 | | |
0134 4045.00 1.000 EACH| 7000.00000 7000.00| 7400.00000 7400.00| 7000.00000 7000.00
REMOVE STRUCTURE AT STA. 125+58.18 LT. | | |
0135 4045.01 1.000 EACH| 6000.00000 6000.00| 6300.00000 6300.00| 6000.00000 6000.00
REMOVE STRUCTURE AT STA. 131+20.00 LT. | | |
0136 4045.02 1.000 EACH| 3800.00000 3800.00| 4000.00000 4000.00| 5000.00000 5000.00
REMOVE STRUCTURE AT STA. 138+56.64 LT. | | |
0137 4045.03 1.000 EACH| 2500.00000 2500.00| 2600.00000 2600.00| 4000.00000 4000.00
REMOVE STRUCTURE AT STA. 141+24.80 LT. | | |
0138 4045.04 1.000 EACH| 1800.00000 1800.00| 1900.00000 1900.00| 2000.00000 2000.00
REMOVE STRUCTURE AT STA. 144+03.80 | | |
0139 4045.05 1.000 EACH| 12000.00000 12000.00| 12600.00000 12600.00| 13000.00000 13000.00
REMOVE STRUCTURE AT STA. 154+72.34 | | |
0140 4045.06 1.000 EACH| 5600.00000 5600.00| 5900.00000 5900.00| 5600.00000 5600.00
REMOVE STRUCTURE AT STA. 163+65.40 | | |
0141 4045.07 1.000 EACH| 7000.00000 7000.00| 7400.00000 7400.00| 7000.00000 7000.00
REMOVE STRUCTURE AT STA. 168+27.40 LT. | | |
0142 4045.08 1.000 EACH| 2500.00000 2500.00| 2700.00000 2700.00| 2500.00000 2500.00
REMOVE STRUCTURE AT STA. 194+78.76 | | |
0143 4045.09 1.000 EACH| 4500.00000 4500.00| 4800.00000 4800.00| 4500.00000 4500.00
REMOVE STRUCTURE AT STA. 196+75.68 | | |
0144 4045.10 1.000 EACH| 1800.00000 1800.00| 1900.00000 1900.00| 1800.00000 1800.00
REMOVE STRUCTURE AT STA. 201+25.36 LT. | | |
0145 4045.11 1.000 EACH| 3800.00000 3800.00| 4000.00000 4000.00| 3800.00000 3800.00
REMOVE STRUCTURE AT STA. 205+28.98 LT. | | |
0146 4045.12 1.000 EACH| 8650.00000 8650.00| 9000.00000 9000.00| 10000.00000 10000.00
REMOVE STRUCTURE AT STA. 210+38.71 LT. | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0147 4045.13 1.000 EACH| 5500.00000 5500.00| 5800.00000 5800.00| 6000.00000 6000.00
REMOVE STRUCTURE AT STA. 215+71.59 | | |
0148 4045.14 1.000 EACH| 17000.00000 17000.00| 17900.00000 17900.00| 18000.00000 18000.00
REMOVE STRUCTURE AT STA. 219+48.81 LT. | | |
0149 4045.15 1.000 EACH| 6500.00000 6500.00| 6900.00000 6900.00| 7000.00000 7000.00
REMOVE STRUCTURE AT STA. 227+61.00 | | |
0150 4045.16 1.000 EACH| 3000.00000 3000.00| 3100.00000 3100.00| 3000.00000 3000.00
REMOVE STRUCTURE AT STA. 239+31.58 LT. | | |
0151 4045.17 1.000 EACH| 4000.00000 4000.00| 4200.00000 4200.00| 4000.00000 4000.00
REMOVE STRUCTURE AT STA. 242+05.25 LT. | | |
0152 4045.18 1.000 EACH| 1850.00000 1850.00| 1950.00000 1950.00| 2000.00000 2000.00
REMOVE STRUCTURE AT STA. 243+49.72 LT. | | |
0153 4045.19 1.000 EACH| 3800.00000 3800.00| 4000.00000 4000.00| 4000.00000 4000.00
REMOVE STRUCTURE AT STA. 244+65.81 LT. | | |
0154 4045.20 1.000 EACH| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 249+12.37 LT. | | |
0155 4045.21 1.000 EACH| 3000.00000 3000.00| 3200.00000 3200.00| 3000.00000 3000.00
REMOVE STRUCTURE AT STA. 11500+01.14 | | |
0156 4050.01 6728.000 m3 | 8.00000 53824.00| 8.41000 56582.48| 8.00000 53824.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0157 4051.01 13147.000 m3 | 12.00000 157764.00| 12.61000 165783.67| 13.00000 170911.00
EXCAVATION FOR BOX CULVERTS | | |
0158 4054.60 20.000 m | 1710.00000 34200.00| 1800.00000 36000.00| 1800.00000 36000.00
TEMPORARY SHORING | | |
0159 4101.06 2725.880 m3 | 304.00000 828667.52| 319.50000 870918.66| 304.00000 828667.52
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0160 4105.59 4.600 m3 | 750.00000 3450.00| 788.00000 3624.80| 800.00000 3680.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0161 4107.07 12.140 m3 | 620.00000 7526.80| 652.00000 7915.28| 700.00000 8498.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0162 4151.00 170362.000 kg | 1.20000 204434.40| 1.26000 214656.12| 1.50000 255543.00
REINFORCING STEEL FOR BOX CULVERT | | |
0163 4155.50 170.000 kg | 2.20000 374.00| 2.31000 392.70| 2.50000 425.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0164 4157.00 22.000 kg | 2.50000 55.00| 2.63000 57.86| 3.00000 66.00
REINFORCING STEEL FOR COLLARS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0165 4310.15 10.000 EACH| 150.00000 1500.00| 157.65000 1576.50| 172.00000 1720.00
375 mm FLARED-END SECTION | | |
0166 4310.24 20.000 EACH| 200.00000 4000.00| 210.20000 4204.00| 230.00000 4600.00
600 mm FLARED-END SECTION | | |
0167 4310.30 9.000 EACH| 290.00000 2610.00| 305.00000 2745.00| 300.00000 2700.00
750 mm FLARED-END SECTION | | |
0168 4310.36 8.000 EACH| 350.00000 2800.00| 367.85000 2942.80| 350.00000 2800.00
900 mm FLARED-END SECTION | | |
0169 4310.42 3.000 EACH| 620.00000 1860.00| 651.00000 1953.00| 620.00000 1860.00
1050 mm FLARED-END SECTION | | |
0170 4310.48 6.000 EACH| 670.00000 4020.00| 705.00000 4230.00| 670.00000 4020.00
1200 mm FLARED-END SECTION | | |
0171 4310.72 2.000 EACH| 1200.00000 2400.00| 1260.00000 2520.00| 1200.00000 2400.00
1800 mm FLARED-END SECTION | | |
0172 4670.05 64.000 m3 | 105.00000 6720.00| 110.35000 7062.40| 105.00000 6720.00
CULVERT SANDFILL | | |
0173 4885.48 122.000 m | 828.00000 101016.00| 870.00000 106140.00| 830.00000 101260.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS V | | |
0174 6105.01 277.000 Mg | 34.80000 9639.60| 36.50000 10110.50| 35.00000 9695.00
ROCK RIPRAP, TYPE A | | |
0175 6105.02 2825.000 Mg | 34.80000 98310.00| 36.50000 103112.50| 35.00000 98875.00
ROCK RIPRAP, TYPE B | | |
0176 6105.03 565.000 Mg | 38.00000 21470.00| 40.00000 22600.00| 39.00000 22035.00
ROCK RIPRAP, TYPE C | | |
SECTION TOTALS | $ 1,982,691.97| $ 2,085,220.15| $ 2,087,765.17
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 187+25.74
TRIPLE 3.0m x 3.9m x 90.5m CONCRETE BOX CULVERT
| | |
0177 0030.40 LUMP| 15000.00000 15000.00| 15750.00000 15750.00| 16000.00000 16000.00
MOBILIZATION | | |
0178 4045.00 1.000 EACH| 20000.00000 20000.00| 21000.00000 21000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 187+22.55 LT. | | |
0179 4051.01 1909.000 m3 | 16.50000 31498.50| 17.34000 33102.06| 19.00000 36271.00
EXCAVATION FOR BOX CULVERTS | | |
0180 4101.06 1269.550 m3 | 285.00000 361821.75| 300.00000 380865.00| 325.00000 412603.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0181 4151.00 65482.000 kg | 1.25000 81852.50| 1.31000 85781.42| 1.50000 98223.00
REINFORCING STEEL FOR BOX CULVERT | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 510,172.75| $ 536,498.48| $ 583,097.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0182 L001.01 61.500 ha | 1680.00000 103320.00| 1765.00000 108547.50| 1680.00000 103320.00
SEEDING, TYPE A | | |
0183 L001.02 23.500 ha | 990.00000 23265.00| 1040.00000 24440.00| 750.00000 17625.00
SEEDING, TYPE B | | |
0184 L010.00 184.000 m2 | 6.00000 1104.00| 6.31000 1161.04| 6.00000 1104.00
SODDING | | |
0185 L020.03 69727.000 m2 | 1.80000 125508.60| 1.90000 132481.30| 2.00000 139454.00
EROSION CONTROL, TYPE C | | |
0186 L020.10 36607.000 m2 | 1.33000 48687.31| 1.40000 51249.80| 1.35000 49419.45
EROSION CONTROL, TYPE HV | | |
0187 L032.75 383.000 Mg | 70.00000 26810.00| 74.00000 28342.00| 80.00000 30640.00
MULCH | | |
0188 0030.50 LUMP| 5.00000 5.00| 525.00000 525.00| 10000.00000 10000.00
MOBILIZATION | | |
SECTION TOTALS | $ 328,699.91| $ 346,746.64| $ 351,562.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0189 A001.12 4.000 EACH| 300.00000 1200.00| 368.00000 1472.00| 300.00000 1200.00
PULL BOX, TYPE PB-5 | | |
0190 A009.14 8.000 EACH| 1625.00000 13000.00| 1892.00000 15136.00| 1625.00000 13000.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0191 A020.10 1.000 EACH| 900.00000 900.00| 788.00000 788.00| 900.00000 900.00
LIGHTING CONTROL CENTER, TYPE D | | |
0192 A020.30 1.000 EACH| 1500.00000 1500.00| 1580.00000 1580.00| 1500.00000 1500.00
LIGHTING CONTROL CENTER, TYPE R | | |
0193 A070.10 170.000 m | 6.00000 1020.00| 6.31000 1072.70| 6.00000 1020.00
38 mm CONDUIT IN TRENCH | | |
0194 A074.12 150.000 m | 40.00000 6000.00| 37.00000 5550.00| 40.00000 6000.00
38 mm CONDUIT, JACKED | | |
0195 A080.22 320.000 m | 1.00000 320.00| 1.47000 470.40| 1.00000 320.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0196 A080.24 640.000 m | 2.00000 1280.00| 1.58000 1011.20| 2.00000 1280.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0197 0030.81 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 1000.00000 1000.00
MOBILIZATION | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : N05 CONTRACT ID : 3021 COUNTIES : STANTON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : F-275-6(1020)
====================================================================================================================================
|(4) 0083 |(5) 0574 |(6) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 26,220.00| $ 30,080.30| $ 26,220.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0198 0001.08 96565.000 BDAY| 0.50000 48282.50| 0.50000 48282.50| 0.50000 48282.50
BARRICADE, TYPE II | | |
0199 0001.10 131412.000 BDAY| 0.30000 39423.60| 0.21000 27596.52| 1.50000 197118.00
BARRICADE, TYPE III | | |
0200 0001.30 4527.000 LDAY| 0.40000 1810.80| 0.32000 1448.64| 1.50000 6790.50
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0201 0001.75 72.000 EACH| 10.00000 720.00| 11.00000 792.00| 12.00000 864.00
TEMPORARY SIGN DAY | | |
0202 0001.90 139544.000 EACH| 0.30000 41863.20| 0.16000 22327.04| 0.30000 41863.20
SIGN DAY | | |
0203 0002.97 1195.000 DAY | 10.00000 11950.00| 11.00000 13145.00| 12.00000 14340.00
FLASHING ARROW PANEL | | |
0204 0003.10 220.000 DAY | 175.00000 38500.00| 150.00000 33000.00| 200.00000 44000.00
FLAGGING | | |
0205 0003.35 6.000 DAY | 2500.00000 15000.00| 12000.00000 72000.00| 1200.00000 7200.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0206 0003.51 405.000 m | 40.30000 16321.50| 23.00000 9315.00| 70.00000 28350.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0207 0010.04 1.000 EACH| 2500.00000 2500.00| 16750.00000 16750.00| 5000.00000 5000.00
FIELD OFFICE | | |
0208 0030.00 LUMP| 25000.00000 25000.00| 19000.00000 19000.00| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 241,371.60| $ 263,656.70| $ 398,808.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 18,747,787.71| $ 18,973,635.91| $ 19,723,562.44
====================================================================================================================================