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Last Updated:
03/14/2003
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March 13, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 DISTRICT : 8
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-281-4(114)
US-281, O'NEILL NORTH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 5,268,204.49 100.0000%
2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 5,282,743.59 100.2760%
3 0875 BROWER CONSTRUCTION CO. $ 5,335,469.28 101.2768%
4 0477 WESTERN ENGINEERING COMPANY, INC. $ 5,517,604.78 104.7341%
5 2252 PAULSEN, INC. $ 5,541,278.09 105.1834%
6 0574 CONSTRUCTORS, INC. $ 5,701,636.37 108.2273%
7 1661 U.S. ASPHALT CO. $ 5,744,415.23 109.0393%
8 0086 HENNINGSEN CONST., INC. $ 5,868,032.83 111.3858%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -3
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 8000.00000 8000.00| 11500.00000 11500.00| 16700.00000 16700.00
MOBILIZATION | | |
0002 1000.00 10.000 EACH| 110.00000 1100.00| 110.00000 1100.00| 110.00000 1100.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 69015.000 m3 | 1.26000 86958.90| 1.26000 86958.90| 1.26000 86958.90
EXCAVATION | | |
0005 1010.01 12605.000 m3 | 2.20000 27731.00| 2.20000 27731.00| 2.20000 27731.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.10 158029.000 m3 | 2.48000 391911.92| 2.48000 391911.92| 2.48000 391911.92
EXCAVATION, BORROW | | |
0007 1010.50 137.000 m3 | 15.00000 2055.00| 15.00000 2055.00| 15.00000 2055.00
REMOVAL OF UNSUITABLE MATERIAL | | |
0008 1011.00 5179.000 kL | 1.50000 7768.50| 1.50000 7768.50| 1.50000 7768.50
WATER | | |
0009 1012.00 520.000 EACH| 53.00000 27560.00| 53.00000 27560.00| 53.00000 27560.00
RIGHT-OF-WAY MARKERS | | |
0010 1016.00 23.000 EACH| 230.00000 5290.00| 230.00000 5290.00| 230.00000 5290.00
RE-ESTABLISH PROPERTY CORNER | | |
0011 1021.10 90.000 EACH| 10.00000 900.00| 10.00000 900.00| 10.00000 900.00
REMOVE DELINEATOR UNITS | | |
0012 1040.00 36366.000 m2 | 0.16000 5818.56| 0.34000 12364.44| 0.10000 3636.60
SLOPE PROTECTION | | |
0013 1040.05 22425.000 m2 | 0.06000 1345.50| 0.31000 6951.75| 0.06000 1345.50
TEMPORARY SLOPE PROTECTION | | |
0014 1040.06 40.000 Mg | 68.00000 2720.00| 90.00000 3600.00| 68.00000 2720.00
SLOPE PROTECTION MULCH | | |
0015 1102.00 14070.000 m2 | 2.00000 28140.00| 2.00000 28140.00| 3.81000 53606.70
REMOVE ASPHALT SURFACE | | |
0016 1106.00 4099.000 m2 | 2.00000 8198.00| 2.00000 8198.00| 2.00000 8198.00
REMOVE DRIVEWAY | | |
0017 1143.00 19.200 m | 10.00000 192.00| 10.00000 192.00| 10.00000 192.00
REMOVE DRIVEWAY CULVERT PIPE | | |
0018 1701.24 340.000 m | 50.00000 17000.00| 50.00000 17000.00| 50.00000 17000.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -4
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1701.30 12.000 m | 67.00000 804.00| 67.00000 804.00| 67.00000 804.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0020 1702.24 48.000 m | 52.00000 2496.00| 52.00000 2496.00| 52.00000 2496.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 | | |
OR 5 | | |
0021 1706.24 249.000 m | 154.00000 38346.00| 154.00000 38346.00| 154.00000 38346.00
600 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2 | | |
0022 2030.01 137.000 m3 | 8.50000 1164.50| 8.50000 1164.50| 8.50000 1164.50
AGGREGATE FOR SUB-SURFACE DRAINAGE | | |
0023 3017.50 91.000 m2 | 64.60000 5878.60| 100.00000 9100.00| 120.00000 10920.00
INTERLOCKING CONCRETE PAVER BLOCK | | |
0024 4040.00 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 50.00000 200.00
REMOVE HEADWALLS FROM CULVERTS | | |
0025 4763.26 1.000 EACH| 180.00000 180.00| 180.00000 180.00| 180.00000 180.00
UNDERDRAIN HEADWALL | | |
0026 4764.34 3.000 m | 9.00000 27.00| 9.00000 27.00| 9.00000 27.00
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0027 4764.35 9.000 m | 9.50000 85.50| 9.50000 85.50| 9.50000 85.50
100 mm PERFORATED PIPE UNDERDRAIN | | |
0028 L006.00 42.000 ha | 150.00000 6300.00| 300.00000 12600.00| 151.50000 6363.00
COVER CROP SEEDING | | |
0029 L020.01 4002.000 m2 | 4.86000 19449.72| 5.53000 22131.06| 4.86000 19449.72
EROSION CONTROL, TYPE A | | |
0030 L020.03 17562.000 m2 | 1.72000 30206.64| 1.45000 25464.90| 1.72000 30206.64
EROSION CONTROL, TYPE C | | |
0031 L020.08 9654.000 m2 | 4.82000 46532.28| 5.63000 54352.02| 4.82000 46532.28
EROSION CONTROL, TYPE AA | | |
0032 L020.09 285.000 m2 | 11.40000 3249.00| 11.00000 3135.00| 11.40000 3249.00
EROSION CONTROL, TYPE AAA | | |
0033 L020.20 36366.000 m2 | 0.10000 3636.60| 0.55000 20001.30| 0.16000 5818.56
SLOPE PROTECTION NETTING | | |
0034 L021.01 266.000 BALE| 15.00000 3990.00| 19.00000 5054.00| 15.00000 3990.00
EROSION CHECKS, TYPE A | | |
0035 L021.03 721.000 BALE| 15.00000 10815.00| 17.00000 12257.00| 15.00000 10815.00
EROSION CHECKS, TYPE C | | |
0036 L021.06 126.000 BALE| 15.00000 1890.00| 16.00000 2016.00| 15.00000 1890.00
EROSION CHECKS, TYPE HV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -5
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L021.21 539.000 BALE| 15.50000 8354.50| 20.00000 10780.00| 15.50000 8354.50
EROSION CHECKS, TYPE AA | | |
0038 L022.11 5459.000 m | 6.00000 32754.00| 2.90000 15831.10| 6.00000 32754.00
FABRIC SILT FENCE-LOW POROSITY | | |
0039 L022.14 250.000 m | 6.00000 1500.00| 2.60000 650.00| 6.00000 1500.00
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0040 L022.25 25.000 m | 8.00000 200.00| 12.00000 300.00| 8.00000 200.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0041 L022.75 1176.050 m | 10.00000 11760.50| 14.50000 17052.73| 10.00000 11760.50
TEMPORARY SILT CHECK | | |
0042 P300.48 124.000 m | 100.00000 12400.00| 100.00000 12400.00| 100.00000 12400.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 873,909.22| $ 914,649.62| $ 913,180.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0043 0030.40 LUMP| 22500.00000 22500.00| 1000.00000 1000.00| 6260.00000 6260.00
MOBILIZATION | | |
0044 1043.50 697.000 m2 | 3.50000 2439.50| 2.14000 1491.58| 2.14000 1491.58
RIPRAP FILTER FABRIC | | |
0045 4035.00 6.000 EACH| 135.00000 810.00| 200.00000 1200.00| 200.00000 1200.00
REMOVE FLARED-END SECTION | | |
0046 4040.00 80.000 EACH| 150.00000 12000.00| 152.00000 12160.00| 152.00000 12160.00
REMOVE HEADWALLS FROM CULVERTS | | |
0047 4044.00 1.000 EACH| 3100.00000 3100.00| 2569.00000 2569.00| 2569.00000 2569.00
PREPARATION OF STRUCTURE AT STA. | | |
10045+86.98 | | |
0048 4044.01 1.000 EACH| 3100.00000 3100.00| 2569.00000 2569.00| 2569.00000 2569.00
PREPARATION OF STRUCTURE AT STA. | | |
10089+87.47 | | |
0049 4044.02 1.000 EACH| 2075.00000 2075.00| 3000.00000 3000.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
10109+29.66 | | |
0050 4044.03 1.000 EACH| 2075.00000 2075.00| 3000.00000 3000.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
10130+83.99 | | |
0051 4044.04 1.000 EACH| 1750.00000 1750.00| 3000.00000 3000.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
10142+46.50 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -6
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.05 1.000 EACH| 1750.00000 1750.00| 3000.00000 3000.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
10143+68.96 | | |
0053 4044.06 1.000 EACH| 2075.00000 2075.00| 3000.00000 3000.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
10148+52.17 | | |
0054 4044.07 1.000 EACH| 2280.00000 2280.00| 3000.00000 3000.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
10205+55.25 | | |
0055 4045.00 1.000 EACH| 12400.00000 12400.00| 9200.00000 9200.00| 9200.00000 9200.00
REMOVE STRUCTURE AT STA. 10109+47.84 | | |
0056 4045.01 1.000 EACH| 8250.00000 8250.00| 5200.00000 5200.00| 5200.00000 5200.00
REMOVE STRUCTURE AT STA. 10123+87.32 | | |
0057 4050.01 916.000 m3 | 12.90000 11816.40| 21.00000 19236.00| 21.00000 19236.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0058 4051.01 475.000 m3 | 25.75000 12231.25| 36.00000 17100.00| 36.00000 17100.00
EXCAVATION FOR BOX CULVERTS | | |
0059 4101.06 579.490 m3 | 417.51000 241942.87| 341.65000 197982.76| 341.65000 197982.76
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0060 4151.00 34321.000 kg | 1.35000 46333.35| 0.98000 33634.58| 0.98000 33634.58
REINFORCING STEEL FOR BOX CULVERT | | |
0061 4310.18 10.000 EACH| 198.00000 1980.00| 100.00000 1000.00| 100.00000 1000.00
450 mm FLARED-END SECTION | | |
0062 4310.24 54.000 EACH| 238.00000 12852.00| 100.00000 5400.00| 100.00000 5400.00
600 mm FLARED-END SECTION | | |
0063 4310.30 12.000 EACH| 314.00000 3768.00| 162.00000 1944.00| 162.00000 1944.00
750 mm FLARED-END SECTION | | |
0064 4310.36 4.000 EACH| 400.00000 1600.00| 220.00000 880.00| 220.00000 880.00
900 mm FLARED-END SECTION | | |
0065 4310.42 8.000 EACH| 625.00000 5000.00| 590.00000 4720.00| 590.00000 4720.00
1050 mm FLARED-END SECTION | | |
0066 4310.54 4.000 EACH| 770.00000 3080.00| 635.00000 2540.00| 635.00000 2540.00
1350 mm FLARED-END SECTION | | |
0067 4320.24 4.000 EACH| 595.00000 2380.00| 422.00000 1688.00| 422.00000 1688.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0068 6105.01 97.000 Mg | 42.00000 4074.00| 30.00000 2910.00| 30.00000 2910.00
ROCK RIPRAP, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -7
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6105.02 350.000 Mg | 42.00000 14700.00| 30.00000 10500.00| 30.00000 10500.00
ROCK RIPRAP, TYPE B | | |
0070 6105.03 167.000 Mg | 42.00000 7014.00| 30.00000 5010.00| 30.00000 5010.00
ROCK RIPRAP, TYPE C | | |
0071 P127.24 28.500 m | 166.70000 4750.95| 198.00000 5643.00| 198.00000 5643.00
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 | | |
0072 P300.18 57.000 m | 72.90000 4155.30| 32.00000 1824.00| 32.00000 1824.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0073 P300.24 267.200 m | 78.25000 20908.40| 39.00000 10420.80| 39.00000 10420.80
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0074 P300.30 52.000 m | 90.25000 4693.00| 80.00000 4160.00| 80.00000 4160.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0075 P300.36 32.400 m | 96.75000 3134.70| 98.00000 3175.20| 98.00000 3175.20
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0076 P300.42 63.700 m | 119.20000 7593.04| 152.00000 9682.40| 152.00000 9682.40
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0077 P300.54 31.900 m | 285.00000 9091.50| 198.36000 6327.68| 198.36000 6327.68
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0078 P400.24 79.000 m | 98.25000 7761.75| 120.00000 9480.00| 120.00000 9480.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0079 P400.30 13.000 m | 115.00000 1495.00| 90.00000 1170.00| 90.00000 1170.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0080 P402.24 96.100 m | 72.30000 6948.03| 94.36000 9068.00| 94.36000 9068.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0081 P402.30 30.000 m | 102.25000 3067.50| 100.00000 3000.00| 100.00000 3000.00
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 518,975.54| $ 421,886.00| $ 427,146.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0082 0030.50 LUMP| 3750.00000 3750.00| 3500.00000 3500.00| 757.50000 757.50
MOBILIZATION | | |
0083 L001.01 27.000 ha | 1248.00000 33696.00| 1429.00000 38583.00| 1260.48000 34032.96
SEEDING, TYPE A | | |
0084 L001.02 15.000 ha | 835.00000 12525.00| 1059.00000 15885.00| 843.35000 12650.25
SEEDING, TYPE B | | |
0085 L010.00 2203.000 m2 | 5.00000 11015.00| 8.00000 17624.00| 5.05000 11125.15
SODDING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -8
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 L032.75 189.000 Mg | 68.00000 12852.00| 85.00000 16065.00| 68.68000 12980.52
MULCH | | |
SECTION TOTALS | $ 73,838.00| $ 91,657.00| $ 71,546.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0087 0002.55 625.500 StaM| 23.00000 14386.50| 26.00000 16263.00| 26.26000 16425.63
OVERLAY BROKEN LINES | | |
0088 0002.60 1251.000 StaM| 26.00000 32526.00| 26.00000 32526.00| 26.26000 32851.26
OVERLAY SOLID LINES | | |
0089 0030.90 LUMP| 69000.00000 69000.00| 175000.00000 175000.00| 111626.29000 111626.29
MOBILIZATION | | |
0090 2001.00 394.000 m3 | 7.80000 3073.20| 7.80000 3073.20| 7.88000 3104.72
GRAVEL SURFACE COURSE | | |
0091 2009.10 2.920 StaM| 400.00000 1168.00| 400.00000 1168.00| 404.00000 1179.68
GRAVEL EMBEDMENT | | |
0092 2010.00 134.000 m3 | 33.80000 4529.20| 33.80000 4529.20| 34.14000 4574.76
CRUSHED ROCK SURFACE COURSE | | |
0093 2021.00 28.000 EACH| 50.00000 1400.00| 45.00000 1260.00| 45.45000 1272.60
MAILBOX POST | | |
0094 3020.30 123.000 m2 | 50.00000 6150.00| 32.50000 3997.50| 40.00000 4920.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0095 7502.04 150.000 m | 7.00000 1050.00| 7.55000 1132.50| 7.63000 1144.50
100 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0096 7503.04 1175.000 m | 7.00000 8225.00| 7.75000 9106.25| 7.83000 9200.25
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0097 7509.04 175.000 m | 14.00000 2450.00| 26.25000 4593.75| 26.51000 4639.25
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0098 7512.04 20.000 m | 28.00000 560.00| 46.75000 935.00| 47.22000 944.40
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0099 8022.00 593.000 Mg | 101.20000 60011.60| 101.20000 60011.60| 101.20000 60011.60
HYDRATED LIME | | |
0100 8110.50 203.650 StaM| 1268.00000 258228.20| 1117.00000 227477.05| 1117.00000 227477.05
HYDRATED LIME SLURRY STABILIZATION | | |
0101 8111.00 371.900 StaM| 225.00000 83677.50| 183.71000 68321.75| 212.25000 78935.78
SHOULDER SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -9
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 9000.75 500.000 Mg | 13.19000 6595.00| 10.00000 5000.00| 13.33000 6665.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0103 9005.00 500.000 Mg | 27.86000 13930.00| 41.34000 20670.00| 43.42000 21710.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0104 9005.23 38550.000 Mg | 13.19000 508474.50| 14.29000 550879.50| 14.23000 548566.50
ASPHALTIC CONCRETE, TYPE SPS | | |
0105 9005.45 53360.000 Mg | 19.10000 1019176.00| 18.16000 969017.60| 20.62000 1100283.20
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0106 9009.00 7233.000 m2 | 3.00000 21699.00| 2.71000 19601.43| 2.00000 14466.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0107 9020.92 27.000 Mg | 233.00000 6291.00| 232.00000 6264.00| 231.37000 6246.99
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0108 9021.03 2081.700 Mg | 233.00000 485036.10| 232.00000 482954.40| 231.37000 481642.93
PERFORMANCE GRADED BINDER (58-28) | | |
0109 9021.08 2908.440 Mg | 266.00000 773645.04| 265.00000 770736.60| 264.58000 769515.06
PERFORMANCE GRADED BINDER (64-28) | | |
0110 9052.15 601580.000 L | 0.23000 138363.40| 0.23000 138363.40| 0.23000 138363.40
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0111 9053.00 168180.000 L | 0.26000 43726.80| 0.24000 40363.20| 0.10000 16818.00
TACK COAT | | |
0112 9111.00 2720.000 kL | 1.50000 4080.00| 1.50000 4080.00| 3.00000 8160.00
WATER | | |
0113 9170.00 71.630 StaM| 113.00000 8094.19| 200.00000 14326.00| 202.00000 14469.26
EARTH SHOULDER CONSTRUCTION | | |
0114 9173.20 20462.000 m2 | 1.00000 20462.00| 1.00000 20462.00| 0.75000 15346.50
SUBGRADE PREPARATION | | |
0115 9300.52 20.826 LS | 6000.00000 6000.00| 5000.00000 5000.00| 3000.00000 3000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0116 W600.03 7.000 EACH| 175.00000 1225.00| 100.00000 700.00| 50.00000 350.00
ADJUST VALVE BOX TO GRADE | | |
SECTION TOTALS | $ 3,603,233.23| $ 3,657,812.93| $ 3,703,910.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -10
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 3606 |( 3 ) 0875
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.08 83550.000 BDAY| 0.50000 41775.00| 0.50000 41775.00| 0.50000 41775.00
BARRICADE, TYPE II | | |
0118 0001.10 8920.000 BDAY| 1.50000 13380.00| 1.20000 10704.00| 1.22000 10882.40
BARRICADE, TYPE III | | |
0119 0001.75 3300.000 EACH| 1.00000 3300.00| 1.00000 3300.00| 1.00000 3300.00
TEMPORARY SIGN DAY | | |
0120 0001.90 28577.000 EACH| 0.50000 14288.50| 0.50000 14288.50| 0.51000 14574.27
SIGN DAY | | |
0121 0001.99 280.000 EACH| 1.00000 280.00| 1.00000 280.00| 1.01000 282.80
CONTRACTOR FURNISHED SIGN DAY | | |
0122 0002.30 750.000 m | 2.00000 1500.00| 1.64000 1230.00| 1.66000 1245.00
PAVEMENT MARKING REMOVAL | | |
0123 0002.39 8250.000 m | 2.50000 20625.00| 2.80000 23100.00| 2.83000 23347.50
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0124 0002.47 1200.000 m | 1.75000 2100.00| 2.50000 3000.00| 2.53000 3036.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0125 0003.10 160.000 DAY | 185.00000 29600.00| 188.48000 30156.80| 220.00000 35200.00
FLAGGING | | |
0126 0003.20 80.000 DAY | 285.00000 22800.00| 236.44000 18915.20| 295.00000 23600.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0127 0010.04 1.000 EACH| 1000.00000 1000.00| 262.94000 262.94| 3500.00000 3500.00
FIELD OFFICE | | |
0128 0030.00 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 19343.00000 19343.00
MOBILIZATION | | |
0129 9110.01 200.000 HOUR| 50.00000 10000.00| 55.00000 11000.00| 50.00000 10000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0130 9110.02 40.000 HOUR| 65.00000 2600.00| 55.00000 2200.00| 65.00000 2600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0131 9110.03 200.000 HOUR| 45.00000 9000.00| 45.00000 9000.00| 50.00000 10000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0132 9110.06 160.000 HOUR| 50.00000 8000.00| 81.41000 13025.60| 50.00000 8000.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0133 9110.07 200.000 HOUR| 40.00000 8000.00| 35.00000 7000.00| 45.00000 9000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 198,248.50| $ 196,738.04| $ 219,685.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,268,204.49| $ 5,282,743.59| $ 5,335,469.28
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -11
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 11000.00000 11000.00| 8000.00000 8000.00| 8275.00000 8275.00
MOBILIZATION | | |
0002 1000.00 10.000 EACH| 110.00000 1100.00| 110.00000 1100.00| 113.80000 1138.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9310.00000 9310.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 69015.000 m3 | 1.27000 87649.05| 1.26000 86958.90| 1.30000 89719.50
EXCAVATION | | |
0005 1010.01 12605.000 m3 | 2.22000 27983.10| 2.20000 27731.00| 2.30000 28991.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.10 158029.000 m3 | 2.59000 409295.11| 2.48000 391911.92| 2.57000 406134.53
EXCAVATION, BORROW | | |
0007 1010.50 137.000 m3 | 15.00000 2055.00| 15.00000 2055.00| 15.52000 2126.24
REMOVAL OF UNSUITABLE MATERIAL | | |
0008 1011.00 5179.000 kL | 1.50000 7768.50| 1.50000 7768.50| 15.52000 80378.08
WATER | | |
0009 1012.00 520.000 EACH| 53.00000 27560.00| 53.00000 27560.00| 54.85000 28522.00
RIGHT-OF-WAY MARKERS | | |
0010 1016.00 23.000 EACH| 230.00000 5290.00| 230.00000 5290.00| 238.00000 5474.00
RE-ESTABLISH PROPERTY CORNER | | |
0011 1021.10 90.000 EACH| 10.00000 900.00| 10.00000 900.00| 10.35000 931.50
REMOVE DELINEATOR UNITS | | |
0012 1040.00 36366.000 m2 | 0.38000 13819.08| 0.25000 9091.50| 0.10000 3636.60
SLOPE PROTECTION | | |
0013 1040.05 22425.000 m2 | 0.20000 4485.00| 0.06000 1345.50| 0.06000 1345.50
TEMPORARY SLOPE PROTECTION | | |
0014 1040.06 40.000 Mg | 110.00000 4400.00| 68.00000 2720.00| 70.35000 2814.00
SLOPE PROTECTION MULCH | | |
0015 1102.00 14070.000 m2 | 2.00000 28140.00| 2.95000 41506.50| 2.85000 40099.50
REMOVE ASPHALT SURFACE | | |
0016 1106.00 4099.000 m2 | 2.00000 8198.00| 2.00000 8198.00| 2.10000 8607.90
REMOVE DRIVEWAY | | |
0017 1143.00 19.200 m | 10.00000 192.00| 10.00000 192.00| 10.35000 198.72
REMOVE DRIVEWAY CULVERT PIPE | | |
0018 1701.24 340.000 m | 50.00000 17000.00| 50.00000 17000.00| 51.75000 17595.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -12
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1701.30 12.000 m | 67.00000 804.00| 67.00000 804.00| 69.30000 831.60
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0020 1702.24 48.000 m | 52.00000 2496.00| 52.00000 2496.00| 53.80000 2582.40
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 | | |
OR 5 | | |
0021 1706.24 249.000 m | 154.00000 38346.00| 154.00000 38346.00| 159.30000 39665.70
600 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2 | | |
0022 2030.01 137.000 m3 | 8.75000 1198.75| 8.50000 1164.50| 8.80000 1205.60
AGGREGATE FOR SUB-SURFACE DRAINAGE | | |
0023 3017.50 91.000 m2 | 120.00000 10920.00| 120.00000 10920.00| 124.15000 11297.65
INTERLOCKING CONCRETE PAVER BLOCK | | |
0024 4040.00 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 51.75000 207.00
REMOVE HEADWALLS FROM CULVERTS | | |
0025 4763.26 1.000 EACH| 180.00000 180.00| 180.00000 180.00| 186.25000 186.25
UNDERDRAIN HEADWALL | | |
0026 4764.34 3.000 m | 10.00000 30.00| 9.00000 27.00| 9.30000 27.90
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0027 4764.35 9.000 m | 12.00000 108.00| 9.50000 85.50| 9.85000 88.65
100 mm PERFORATED PIPE UNDERDRAIN | | |
0028 L006.00 42.000 ha | 300.00000 12600.00| 300.00000 12600.00| 310.00000 13020.00
COVER CROP SEEDING | | |
0029 L020.01 4002.000 m2 | 6.00000 24012.00| 4.86000 19449.72| 5.05000 20210.10
EROSION CONTROL, TYPE A | | |
0030 L020.03 17562.000 m2 | 2.00000 35124.00| 1.72000 30206.64| 1.80000 31611.60
EROSION CONTROL, TYPE C | | |
0031 L020.08 9654.000 m2 | 6.15000 59372.10| 4.82000 46532.28| 5.00000 48270.00
EROSION CONTROL, TYPE AA | | |
0032 L020.09 285.000 m2 | 12.00000 3420.00| 11.40000 3249.00| 11.80000 3363.00
EROSION CONTROL, TYPE AAA | | |
0033 L020.20 36366.000 m2 | 0.55000 20001.30| 0.16000 5818.56| 0.17000 6182.22
SLOPE PROTECTION NETTING | | |
0034 L021.01 266.000 BALE| 28.00000 7448.00| 15.00000 3990.00| 15.50000 4123.00
EROSION CHECKS, TYPE A | | |
0035 L021.03 721.000 BALE| 25.00000 18025.00| 15.00000 10815.00| 15.50000 11175.50
EROSION CHECKS, TYPE C | | |
0036 L021.06 126.000 BALE| 24.00000 3024.00| 15.00000 1890.00| 15.50000 1953.00
EROSION CHECKS, TYPE HV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -13
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L021.21 539.000 BALE| 28.00000 15092.00| 15.50000 8354.50| 15.50000 8354.50
EROSION CHECKS, TYPE AA | | |
0038 L022.11 5459.000 m | 10.00000 54590.00| 6.00000 32754.00| 6.20000 33845.80
FABRIC SILT FENCE-LOW POROSITY | | |
0039 L022.14 250.000 m | 15.00000 3750.00| 6.00000 1500.00| 6.20000 1550.00
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0040 L022.25 25.000 m | 12.00000 300.00| 8.00000 200.00| 8.30000 207.50
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0041 L022.75 1176.050 m | 12.00000 14112.60| 10.00000 11760.50| 10.35000 12172.12
TEMPORARY SILT CHECK | | |
0042 P300.48 124.000 m | 100.00000 12400.00| 100.00000 12400.00| 103.50000 12834.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 1,003,388.59| $ 904,072.02| $ 1,000,262.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0043 0030.40 LUMP| 5000.00000 5000.00| 22500.00000 22500.00| 23300.00000 23300.00
MOBILIZATION | | |
0044 1043.50 697.000 m2 | 2.50000 1742.50| 3.50000 2439.50| 3.60000 2509.20
RIPRAP FILTER FABRIC | | |
0045 4035.00 6.000 EACH| 100.00000 600.00| 135.00000 810.00| 140.00000 840.00
REMOVE FLARED-END SECTION | | |
0046 4040.00 80.000 EACH| 100.00000 8000.00| 150.00000 12000.00| 155.00000 12400.00
REMOVE HEADWALLS FROM CULVERTS | | |
0047 4044.00 1.000 EACH| 3500.00000 3500.00| 3100.00000 3100.00| 3200.00000 3200.00
PREPARATION OF STRUCTURE AT STA. | | |
10045+86.98 | | |
0048 4044.01 1.000 EACH| 3500.00000 3500.00| 3100.00000 3100.00| 3200.00000 3200.00
PREPARATION OF STRUCTURE AT STA. | | |
10089+87.47 | | |
0049 4044.02 1.000 EACH| 4500.00000 4500.00| 2075.00000 2075.00| 2150.00000 2150.00
PREPARATION OF STRUCTURE AT STA. | | |
10109+29.66 | | |
0050 4044.03 1.000 EACH| 2000.00000 2000.00| 2075.00000 2075.00| 2150.00000 2150.00
PREPARATION OF STRUCTURE AT STA. | | |
10130+83.99 | | |
0051 4044.04 1.000 EACH| 2000.00000 2000.00| 1750.00000 1750.00| 1850.00000 1850.00
PREPARATION OF STRUCTURE AT STA. | | |
10142+46.50 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -14
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.05 1.000 EACH| 2000.00000 2000.00| 1750.00000 1750.00| 1850.00000 1850.00
PREPARATION OF STRUCTURE AT STA. | | |
10143+68.96 | | |
0053 4044.06 1.000 EACH| 2000.00000 2000.00| 2075.00000 2075.00| 2150.00000 2150.00
PREPARATION OF STRUCTURE AT STA. | | |
10148+52.17 | | |
0054 4044.07 1.000 EACH| 2500.00000 2500.00| 2280.00000 2280.00| 2360.00000 2360.00
PREPARATION OF STRUCTURE AT STA. | | |
10205+55.25 | | |
0055 4045.00 1.000 EACH| 7500.00000 7500.00| 12400.00000 12400.00| 12850.00000 12850.00
REMOVE STRUCTURE AT STA. 10109+47.84 | | |
0056 4045.01 1.000 EACH| 5000.00000 5000.00| 8250.00000 8250.00| 8550.00000 8550.00
REMOVE STRUCTURE AT STA. 10123+87.32 | | |
0057 4050.01 916.000 m3 | 13.00000 11908.00| 12.90000 11816.40| 13.35000 12228.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0058 4051.01 475.000 m3 | 20.00000 9500.00| 25.75000 12231.25| 26.65000 12658.75
EXCAVATION FOR BOX CULVERTS | | |
0059 4101.06 579.490 m3 | 325.00000 188334.25| 417.51000 241942.87| 432.00000 250339.68
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0060 4151.00 34321.000 kg | 1.44000 49422.24| 1.35000 46333.35| 1.40000 48049.40
REINFORCING STEEL FOR BOX CULVERT | | |
0061 4310.18 10.000 EACH| 165.00000 1650.00| 198.00000 1980.00| 204.85000 2048.50
450 mm FLARED-END SECTION | | |
0062 4310.24 54.000 EACH| 190.00000 10260.00| 238.00000 12852.00| 246.25000 13297.50
600 mm FLARED-END SECTION | | |
0063 4310.30 12.000 EACH| 285.00000 3420.00| 314.00000 3768.00| 324.85000 3898.20
750 mm FLARED-END SECTION | | |
0064 4310.36 4.000 EACH| 365.00000 1460.00| 400.00000 1600.00| 413.85000 1655.40
900 mm FLARED-END SECTION | | |
0065 4310.42 8.000 EACH| 710.00000 5680.00| 625.00000 5000.00| 646.60000 5172.80
1050 mm FLARED-END SECTION | | |
0066 4310.54 4.000 EACH| 855.00000 3420.00| 770.00000 3080.00| 796.60000 3186.40
1350 mm FLARED-END SECTION | | |
0067 4320.24 4.000 EACH| 180.00000 720.00| 595.00000 2380.00| 615.60000 2462.40
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0068 6105.01 97.000 Mg | 46.00000 4462.00| 42.00000 4074.00| 43.45000 4214.65
ROCK RIPRAP, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -15
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6105.02 350.000 Mg | 46.00000 16100.00| 42.00000 14700.00| 43.45000 15207.50
ROCK RIPRAP, TYPE B | | |
0070 6105.03 167.000 Mg | 46.00000 7682.00| 42.00000 7014.00| 43.45000 7256.15
ROCK RIPRAP, TYPE C | | |
0071 P127.24 28.500 m | 177.00000 5044.50| 166.70000 4750.95| 172.50000 4916.25
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 | | |
0072 P300.18 57.000 m | 54.00000 3078.00| 72.90000 4155.30| 75.50000 4303.50
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0073 P300.24 267.200 m | 61.00000 16299.20| 78.25000 20908.40| 81.00000 21643.20
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0074 P300.30 52.000 m | 75.00000 3900.00| 90.25000 4693.00| 93.40000 4856.80
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0075 P300.36 32.400 m | 102.00000 3304.80| 96.75000 3134.70| 100.00000 3240.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0076 P300.42 63.700 m | 127.00000 8089.90| 119.20000 7593.04| 123.00000 7835.10
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0077 P300.54 31.900 m | 150.00000 4785.00| 285.00000 9091.50| 295.00000 9410.50
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0078 P400.24 79.000 m | 78.00000 6162.00| 98.25000 7761.75| 101.50000 8018.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0079 P400.30 13.000 m | 101.00000 1313.00| 115.00000 1495.00| 119.00000 1547.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0080 P402.24 96.100 m | 61.00000 5862.10| 72.30000 6948.03| 74.80000 7188.28
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0081 P402.30 30.000 m | 74.00000 2220.00| 102.25000 3067.50| 105.75000 3172.50
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 423,919.49| $ 518,975.54| $ 537,166.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0082 0030.50 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 775.90000 775.90
MOBILIZATION | | |
0083 L001.01 27.000 ha | 1600.00000 43200.00| 1248.00000 33696.00| 1290.00000 34830.00
SEEDING, TYPE A | | |
0084 L001.02 15.000 ha | 1200.00000 18000.00| 835.00000 12525.00| 865.00000 12975.00
SEEDING, TYPE B | | |
0085 L010.00 2203.000 m2 | 10.00000 22030.00| 5.00000 11015.00| 5.15000 11345.45
SODDING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -16
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 L032.75 189.000 Mg | 110.00000 20790.00| 68.00000 12852.00| 70.35000 13296.15
MULCH | | |
SECTION TOTALS | $ 107,020.00| $ 72,088.00| $ 73,222.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0087 0002.55 625.500 StaM| 15.00000 9382.50| 19.20000 12009.60| 23.30000 14574.15
OVERLAY BROKEN LINES | | |
0088 0002.60 1251.000 StaM| 15.00000 18765.00| 19.10000 23894.10| 23.30000 29148.30
OVERLAY SOLID LINES | | |
0089 0030.90 LUMP| 80000.00000 80000.00| 75000.00000 75000.00| 128600.00000 128600.00
MOBILIZATION | | |
0090 2001.00 394.000 m3 | 8.00000 3152.00| 8.50000 3349.00| 8.75000 3447.50
GRAVEL SURFACE COURSE | | |
0091 2009.10 2.920 StaM| 400.00000 1168.00| 450.00000 1314.00| 415.00000 1211.80
GRAVEL EMBEDMENT | | |
0092 2010.00 134.000 m3 | 34.00000 4556.00| 36.50000 4891.00| 35.50000 4757.00
CRUSHED ROCK SURFACE COURSE | | |
0093 2021.00 28.000 EACH| 50.00000 1400.00| 50.00000 1400.00| 51.50000 1442.00
MAILBOX POST | | |
0094 3020.30 123.000 m2 | 35.00000 4305.00| 39.60000 4870.80| 37.75000 4643.25
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0095 7502.04 150.000 m | 7.00000 1050.00| 7.60000 1140.00| 7.25000 1087.50
100 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0096 7503.04 1175.000 m | 7.00000 8225.00| 7.60000 8930.00| 7.25000 8518.75
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0097 7509.04 175.000 m | 14.00000 2450.00| 15.15000 2651.25| 14.50000 2537.50
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0098 7512.04 20.000 m | 28.00000 560.00| 30.25000 605.00| 29.00000 580.00
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0099 8022.00 593.000 Mg | 102.00000 60486.00| 109.50000 64933.50| 105.00000 62265.00
HYDRATED LIME | | |
0100 8110.50 203.650 StaM| 1120.00000 228088.00| 1210.00000 246416.50| 1155.00000 235215.75
HYDRATED LIME SLURRY STABILIZATION | | |
0101 8111.00 371.900 StaM| 150.00000 55785.00| 231.00000 85908.90| 258.00000 95950.20
SHOULDER SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -17
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 9000.75 500.000 Mg | 13.75000 6875.00| 14.25000 7125.00| 14.00000 7000.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0103 9005.00 500.000 Mg | 25.50000 12750.00| 25.15000 12575.00| 59.80000 29900.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0104 9005.23 38550.000 Mg | 16.25000 626437.50| 14.25000 549337.50| 14.00000 539700.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0105 9005.45 53360.000 Mg | 21.40000 1141904.00| 20.80000 1109888.00| 21.40000 1141904.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0106 9009.00 7233.000 m2 | 1.75000 12657.75| 2.05000 14827.65| 3.60000 26038.80
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0107 9020.92 27.000 Mg | 232.00000 6264.00| 250.00000 6750.00| 231.25000 6243.75
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0108 9021.03 2081.700 Mg | 232.00000 482954.40| 250.00000 520425.00| 231.25000 481393.13
PERFORMANCE GRADED BINDER (58-28) | | |
0109 9021.08 2908.440 Mg | 270.00000 785278.80| 285.75000 831086.73| 290.00000 843447.60
PERFORMANCE GRADED BINDER (64-28) | | |
0110 9052.15 601580.000 L | 0.23000 138363.40| 0.25000 150395.00| 0.25000 150395.00
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0111 9053.00 168180.000 L | 0.29000 48772.20| 0.24000 40363.20| 0.22000 36999.60
TACK COAT | | |
0112 9111.00 2720.000 kL | 2.00000 5440.00| 2.45000 6664.00| 2.05000 5576.00
WATER | | |
0113 9170.00 71.630 StaM| 210.00000 15042.30| 150.00000 10744.50| 206.90000 14820.25
EARTH SHOULDER CONSTRUCTION | | |
0114 9173.20 20462.000 m2 | 1.30000 26600.60| 0.80000 16369.60| 1.05000 21485.10
SUBGRADE PREPARATION | | |
0115 9300.52 20.826 LS | 3500.00000 3500.00| 4500.00000 4500.00| 8375.00000 8375.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0116 W600.03 7.000 EACH| 200.00000 1400.00| 275.00000 1925.00| 260.00000 1820.00
ADJUST VALVE BOX TO GRADE | | |
SECTION TOTALS | $ 3,793,612.45| $ 3,820,289.83| $ 3,909,076.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -18
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 2252 |( 6 ) 0574
|WESTERN ENGINEERING COMPANY |PAULSEN, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.08 83550.000 BDAY| 0.50000 41775.00| 0.50000 41775.00| 0.50000 41775.00
BARRICADE, TYPE II | | |
0118 0001.10 8920.000 BDAY| 1.00000 8920.00| 3.65000 32558.00| 1.05000 9366.00
BARRICADE, TYPE III | | |
0119 0001.75 3300.000 EACH| 1.00000 3300.00| 4.60000 15180.00| 1.05000 3465.00
TEMPORARY SIGN DAY | | |
0120 0001.90 28577.000 EACH| 0.25000 7144.25| 0.60000 17146.20| 0.26000 7430.02
SIGN DAY | | |
0121 0001.99 280.000 EACH| 1.00000 280.00| 2.70000 756.00| 1.05000 294.00
CONTRACTOR FURNISHED SIGN DAY | | |
0122 0002.30 750.000 m | 2.00000 1500.00| 2.15000 1612.50| 2.05000 1537.50
PAVEMENT MARKING REMOVAL | | |
0123 0002.39 8250.000 m | 2.50000 20625.00| 2.70000 22275.00| 2.60000 21450.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0124 0002.47 1200.000 m | 1.35000 1620.00| 1.50000 1800.00| 1.40000 1680.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0125 0003.10 160.000 DAY | 200.00000 32000.00| 170.00000 27200.00| 190.00000 30400.00
FLAGGING | | |
0126 0003.20 80.000 DAY | 295.00000 23600.00| 270.00000 21600.00| 250.00000 20000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0127 0010.04 1.000 EACH| 5000.00000 5000.00| 2750.00000 2750.00| 3500.00000 3500.00
FIELD OFFICE | | |
0128 0030.00 LUMP| 4500.00000 4500.00| 7000.00000 7000.00| 1000.00000 1000.00
MOBILIZATION | | |
0129 9110.01 200.000 HOUR| 65.00000 13000.00| 48.00000 9600.00| 56.00000 11200.00
RENTAL OF LOADER, FULLY OPERATED | | |
0130 9110.02 40.000 HOUR| 65.00000 2600.00| 48.00000 1920.00| 71.75000 2870.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0131 9110.03 200.000 HOUR| 40.00000 8000.00| 42.00000 8400.00| 48.40000 9680.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0132 9110.06 160.000 HOUR| 55.00000 8800.00| 48.00000 7680.00| 56.00000 8960.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0133 9110.07 200.000 HOUR| 35.00000 7000.00| 33.00000 6600.00| 36.50000 7300.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 189,664.25| $ 225,852.70| $ 181,907.52
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,517,604.78| $ 5,541,278.09| $ 5,701,636.37
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -19
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT 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 0030.10 LUMP| 8572.16000 8572.16| 8750.00000 8750.00|
MOBILIZATION | | |
0002 1000.00 10.000 EACH| 117.87000 1178.70| 110.00000 1100.00|
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 9643.68000 9643.68| 9000.00000 9000.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 69015.000 m3 | 1.35000 93170.25| 1.32000 91099.80|
EXCAVATION | | |
0005 1010.01 12605.000 m3 | 2.36000 29747.80| 2.29000 28865.45|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.10 158029.000 m3 | 2.66000 420357.14| 2.55000 402973.95|
EXCAVATION, BORROW | | |
0007 1010.50 137.000 m3 | 16.07000 2201.59| 15.00000 2055.00|
REMOVAL OF UNSUITABLE MATERIAL | | |
0008 1011.00 5179.000 kL | 1.61000 8338.19| 1.50000 7768.50|
WATER | | |
0009 1012.00 520.000 EACH| 65.36000 33987.20| 61.00000 31720.00|
RIGHT-OF-WAY MARKERS | | |
0010 1016.00 23.000 EACH| 246.45000 5668.35| 230.00000 5290.00|
RE-ESTABLISH PROPERTY CORNER | | |
0011 1021.10 90.000 EACH| 10.72000 964.80| 10.00000 900.00|
REMOVE DELINEATOR UNITS | | |
0012 1040.00 36366.000 m2 | 0.11000 4000.26| 0.10000 3636.60|
SLOPE PROTECTION | | |
0013 1040.05 22425.000 m2 | 0.06000 1345.50| 0.06000 1345.50|
TEMPORARY SLOPE PROTECTION | | |
0014 1040.06 40.000 Mg | 72.86000 2914.40| 68.00000 2720.00|
SLOPE PROTECTION MULCH | | |
0015 1102.00 14070.000 m2 | 2.14000 30109.80| 1.93000 27155.10|
REMOVE ASPHALT SURFACE | | |
0016 1106.00 4099.000 m2 | 2.14000 8771.86| 2.00000 8198.00|
REMOVE DRIVEWAY | | |
0017 1143.00 19.200 m | 10.72000 205.82| 10.00000 192.00|
REMOVE DRIVEWAY CULVERT PIPE | | |
0018 1701.24 340.000 m | 53.58000 18217.20| 50.00000 17000.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -20
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1701.30 12.000 m | 71.79000 861.48| 67.00000 804.00|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0020 1702.24 48.000 m | 55.72000 2674.56| 52.00000 2496.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 | | |
OR 5 | | |
0021 1706.24 249.000 m | 165.01000 41087.49| 158.62000 39496.38|
600 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2 | | |
0022 2030.01 137.000 m3 | 9.11000 1248.07| 8.50000 1164.50|
AGGREGATE FOR SUB-SURFACE DRAINAGE | | |
0023 3017.50 91.000 m2 | 69.22000 6299.02| 120.00000 10920.00|
INTERLOCKING CONCRETE PAVER BLOCK | | |
0024 4040.00 4.000 EACH| 53.58000 214.32| 50.00000 200.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0025 4763.26 1.000 EACH| 482.18000 482.18| 180.00000 180.00|
UNDERDRAIN HEADWALL | | |
0026 4764.34 3.000 m | 56.25000 168.75| 9.00000 27.00|
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0027 4764.35 9.000 m | 56.25000 506.25| 9.50000 85.50|
100 mm PERFORATED PIPE UNDERDRAIN | | |
0028 L006.00 42.000 ha | 160.73000 6750.66| 300.00000 12600.00|
COVER CROP SEEDING | | |
0029 L020.01 4002.000 m2 | 5.21000 20850.42| 5.10000 20410.20|
EROSION CONTROL, TYPE A | | |
0030 L020.03 17562.000 m2 | 1.84000 32314.08| 1.81000 31787.22|
EROSION CONTROL, TYPE C | | |
0031 L020.08 9654.000 m2 | 5.16000 49814.64| 5.06000 48849.24|
EROSION CONTROL, TYPE AA | | |
0032 L020.09 285.000 m2 | 12.22000 3482.70| 11.40000 3249.00|
EROSION CONTROL, TYPE AAA | | |
0033 L020.20 36366.000 m2 | 0.17000 6182.22| 0.16000 5818.56|
SLOPE PROTECTION NETTING | | |
0034 L021.01 266.000 BALE| 16.07000 4274.62| 15.00000 3990.00|
EROSION CHECKS, TYPE A | | |
0035 L021.03 721.000 BALE| 16.07000 11586.47| 15.00000 10815.00|
EROSION CHECKS, TYPE C | | |
0036 L021.06 126.000 BALE| 16.07000 2024.82| 15.00000 1890.00|
EROSION CHECKS, TYPE HV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -21
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L021.21 539.000 BALE| 16.61000 8952.79| 15.50000 8354.50|
EROSION CHECKS, TYPE AA | | |
0038 L022.11 5459.000 m | 6.43000 35101.37| 6.00000 32754.00|
FABRIC SILT FENCE-LOW POROSITY | | |
0039 L022.14 250.000 m | 6.43000 1607.50| 6.00000 1500.00|
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0040 L022.25 25.000 m | 8.57000 214.25| 8.00000 200.00|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0041 L022.75 1176.050 m | 10.72000 12607.26| 10.00000 11760.50|
TEMPORARY SILT CHECK | | |
0042 P300.48 124.000 m | 107.15000 13286.60| 100.00000 12400.00|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 941,987.22| $ 911,521.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0043 0030.40 LUMP| 5357.60000 5357.60| 34650.00000 34650.00|
MOBILIZATION | | |
0044 1043.50 697.000 m2 | 2.68000 1867.96| 3.00000 2091.00|
RIPRAP FILTER FABRIC | | |
0045 4035.00 6.000 EACH| 107.15000 642.90| 125.00000 750.00|
REMOVE FLARED-END SECTION | | |
0046 4040.00 80.000 EACH| 107.15000 8572.00| 135.00000 10800.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0047 4044.00 1.000 EACH| 3750.32000 3750.32| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10045+86.98 | | |
0048 4044.01 1.000 EACH| 3750.32000 3750.32| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10089+87.47 | | |
0049 4044.02 1.000 EACH| 4821.84000 4821.84| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10109+29.66 | | |
0050 4044.03 1.000 EACH| 2143.04000 2143.04| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10130+83.99 | | |
0051 4044.04 1.000 EACH| 2143.04000 2143.04| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10142+46.50 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -22
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.05 1.000 EACH| 2143.04000 2143.04| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10143+68.96 | | |
0053 4044.06 1.000 EACH| 2143.04000 2143.04| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10148+52.17 | | |
0054 4044.07 1.000 EACH| 2678.80000 2678.80| 1350.00000 1350.00|
PREPARATION OF STRUCTURE AT STA. | | |
10205+55.25 | | |
0055 4045.00 1.000 EACH| 8036.40000 8036.40| 5000.00000 5000.00|
REMOVE STRUCTURE AT STA. 10109+47.84 | | |
0056 4045.01 1.000 EACH| 5357.60000 5357.60| 4500.00000 4500.00|
REMOVE STRUCTURE AT STA. 10123+87.32 | | |
0057 4050.01 916.000 m3 | 13.93000 12759.88| 22.00000 20152.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0058 4051.01 475.000 m3 | 21.43000 10179.25| 22.00000 10450.00|
EXCAVATION FOR BOX CULVERTS | | |
0059 4101.06 579.490 m3 | 348.24000 201801.60| 426.94000 247407.46|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0060 4151.00 34321.000 kg | 1.54000 52854.34| 1.12000 38439.52|
REINFORCING STEEL FOR BOX CULVERT | | |
0061 4310.18 10.000 EACH| 176.80000 1768.00| 140.00000 1400.00|
450 mm FLARED-END SECTION | | |
0062 4310.24 54.000 EACH| 203.59000 10993.86| 180.00000 9720.00|
600 mm FLARED-END SECTION | | |
0063 4310.30 12.000 EACH| 305.38000 3664.56| 222.00000 2664.00|
750 mm FLARED-END SECTION | | |
0064 4310.36 4.000 EACH| 391.10000 1564.40| 310.00000 1240.00|
900 mm FLARED-END SECTION | | |
0065 4310.42 8.000 EACH| 760.78000 6086.24| 637.00000 5096.00|
1050 mm FLARED-END SECTION | | |
0066 4310.54 4.000 EACH| 916.15000 3664.60| 800.00000 3200.00|
1350 mm FLARED-END SECTION | | |
0067 4320.24 4.000 EACH| 192.87000 771.48| 735.00000 2940.00|
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0068 6105.01 97.000 Mg | 49.29000 4781.13| 58.50000 5674.50|
ROCK RIPRAP, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -23
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6105.02 350.000 Mg | 49.29000 17251.50| 58.50000 20475.00|
ROCK RIPRAP, TYPE B | | |
0070 6105.03 167.000 Mg | 49.29000 8231.43| 58.50000 9769.50|
ROCK RIPRAP, TYPE C | | |
0071 P127.24 28.500 m | 189.66000 5405.31| 227.00000 6469.50|
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 | | |
0072 P300.18 57.000 m | 57.86000 3298.02| 96.00000 5472.00|
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0073 P300.24 267.200 m | 65.36000 17464.19| 105.00000 28056.00|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0074 P300.30 52.000 m | 80.36000 4178.72| 120.00000 6240.00|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0075 P300.36 32.400 m | 109.30000 3541.32| 128.00000 4147.20|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0076 P300.42 63.700 m | 136.08000 8668.30| 158.00000 10064.60|
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0077 P300.54 31.900 m | 160.73000 5127.29| 183.50000 5853.65|
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0078 P400.24 79.000 m | 83.58000 6602.82| 123.00000 9717.00|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0079 P400.30 13.000 m | 108.22000 1406.86| 150.00000 1950.00|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0080 P402.24 96.100 m | 65.36000 6281.10| 105.00000 10090.50|
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0081 P402.30 30.000 m | 79.29000 2378.70| 120.00000 3600.00|
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 454,132.80| $ 538,879.43| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0082 0030.50 LUMP| 803.64000 803.64| 500.00000 500.00|
MOBILIZATION | | |
0083 L001.01 27.000 ha | 1337.26000 36106.02| 1248.00000 33696.00|
SEEDING, TYPE A | | |
0084 L001.02 15.000 ha | 894.72000 13420.80| 835.00000 12525.00|
SEEDING, TYPE B | | |
0085 L010.00 2203.000 m2 | 5.36000 11808.08| 5.00000 11015.00|
SODDING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -24
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 L032.75 189.000 Mg | 72.86000 13770.54| 68.00000 12852.00|
MULCH | | |
SECTION TOTALS | $ 75,909.08| $ 70,588.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0087 0002.55 625.500 StaM| 27.86000 17426.43| 22.50000 14073.75|
OVERLAY BROKEN LINES | | |
0088 0002.60 1251.000 StaM| 27.86000 34852.86| 22.50000 28147.50|
OVERLAY SOLID LINES | | |
0089 0030.90 LUMP| 122780.48000 122780.48| 75000.00000 75000.00|
MOBILIZATION | | |
0090 2001.00 394.000 m3 | 36.22000 14270.68| 7.80000 3073.20|
GRAVEL SURFACE COURSE | | |
0091 2009.10 2.920 StaM| 428.61000 1251.54| 400.00000 1168.00|
GRAVEL EMBEDMENT | | |
0092 2010.00 134.000 m3 | 42.04000 5633.36| 33.80000 4529.20|
CRUSHED ROCK SURFACE COURSE | | |
0093 2021.00 28.000 EACH| 48.22000 1350.16| 50.00000 1400.00|
MAILBOX POST | | |
0094 3020.30 123.000 m2 | 39.27000 4830.21| 35.00000 4305.00|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0095 7502.04 150.000 m | 8.09000 1213.50| 7.00000 1050.00|
100 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0096 7503.04 1175.000 m | 8.30000 9752.50| 7.00000 8225.00|
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0097 7509.04 175.000 m | 28.13000 4922.75| 14.00000 2450.00|
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0098 7512.04 20.000 m | 50.09000 1001.80| 28.00000 560.00|
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0099 8022.00 593.000 Mg | 108.44000 64304.92| 101.20000 60011.60|
HYDRATED LIME | | |
0100 8110.50 203.650 StaM| 1358.69000 276697.22| 1268.00000 258228.20|
HYDRATED LIME SLURRY STABILIZATION | | |
0101 8111.00 371.900 StaM| 113.36000 42158.58| 343.00000 127561.70|
SHOULDER SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -25
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 9000.75 500.000 Mg | 18.67000 9335.00| 20.00000 10000.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0103 9005.00 500.000 Mg | 40.57000 20285.00| 45.00000 22500.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0104 9005.23 38550.000 Mg | 17.09000 658819.50| 16.71000 644170.50|
ASPHALTIC CONCRETE, TYPE SPS | | |
0105 9005.45 53360.000 Mg | 22.51000 1201133.60| 24.89000 1328130.40|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0106 9009.00 7233.000 m2 | 4.07000 29438.31| 1.74000 12585.42|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0107 9020.92 27.000 Mg | 236.40000 6382.80| 234.00000 6318.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0108 9021.03 2081.700 Mg | 236.40000 492113.88| 234.00000 487117.80|
PERFORMANCE GRADED BINDER (58-28) | | |
0109 9021.08 2908.440 Mg | 270.26000 786034.99| 267.00000 776553.48|
PERFORMANCE GRADED BINDER (64-28) | | |
0110 9052.15 601580.000 L | 0.25000 150395.00| 0.23000 138363.40|
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0111 9053.00 168180.000 L | 0.22000 36999.60| 0.25000 42045.00|
TACK COAT | | |
0112 9111.00 2720.000 kL | 2.83000 7697.60| 2.00000 5440.00|
WATER | | |
0113 9170.00 71.630 StaM| 214.30000 15350.31| 200.00000 14326.00|
EARTH SHOULDER CONSTRUCTION | | |
0114 9173.20 20462.000 m2 | 1.07000 21894.34| 0.75000 15346.50|
SUBGRADE PREPARATION | | |
0115 9300.52 20.826 LS | 5357.60000 5357.60| 4500.00000 4500.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0116 W600.03 7.000 EACH| 428.61000 3000.27| 200.00000 1400.00|
ADJUST VALVE BOX TO GRADE | | |
SECTION TOTALS | $ 4,046,684.79| $ 4,098,579.65| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F22 -26
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 8619 COUNTIES : HOLT
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 1661 |( 8 ) 0086 |( )
|U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.08 83550.000 BDAY| 0.50000 41775.00| 0.50000 41775.00|
BARRICADE, TYPE II | | |
0118 0001.10 8920.000 BDAY| 1.29000 11506.80| 1.00000 8920.00|
BARRICADE, TYPE III | | |
0119 0001.75 3300.000 EACH| 1.07000 3531.00| 1.00000 3300.00|
TEMPORARY SIGN DAY | | |
0120 0001.90 28577.000 EACH| 0.54000 15431.58| 0.25000 7144.25|
SIGN DAY | | |
0121 0001.99 280.000 EACH| 1.07000 299.60| 1.00000 280.00|
CONTRACTOR FURNISHED SIGN DAY | | |
0122 0002.30 750.000 m | 1.76000 1320.00| 2.00000 1500.00|
PAVEMENT MARKING REMOVAL | | |
0123 0002.39 8250.000 m | 3.00000 24750.00| 2.50000 20625.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0124 0002.47 1200.000 m | 2.68000 3216.00| 1.35000 1620.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0125 0003.10 160.000 DAY | 178.96000 28633.60| 225.00000 36000.00|
FLAGGING | | |
0126 0003.20 80.000 DAY | 239.52000 19161.60| 325.00000 26000.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0127 0010.04 1.000 EACH| 2567.89000 2567.89| 3500.00000 3500.00|
FIELD OFFICE | | |
0128 0030.00 LUMP| 38670.27000 38670.27| 60000.00000 60000.00|
MOBILIZATION | | |
0129 9110.01 200.000 HOUR| 51.09000 10218.00| 45.00000 9000.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0130 9110.02 40.000 HOUR| 45.29000 1811.60| 90.00000 3600.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0131 9110.03 200.000 HOUR| 40.69000 8138.00| 45.00000 9000.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0132 9110.06 160.000 HOUR| 48.04000 7686.40| 45.00000 7200.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0133 9110.07 200.000 HOUR| 34.92000 6984.00| 45.00000 9000.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 225,701.34| $ 248,464.25| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,744,415.23| $ 5,868,032.83| $
==================================================================================================================================== COVER CROP SEEDING | | |
SECTION TOTALS | $ 113,250.76| $ 114,952.48| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 113,250.76| $ 114,952.48| $
====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
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Fax (402) 479-3803
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