|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
CONTRACT DESCRIPTION :
ON N-2 BETWEEN ANSELMO AND MERNA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0574 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0574 LETTING IS LIMITED TO $10,000,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0574 CONSTRUCTORS, INC. $ 3,986,213.77 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 3,996,385.20 100.2551%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 4,034,386.01 101.2084%
4 2252 PAULSEN, INC. $ 4,143,761.05 103.9523%
5 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 4,518,225.51 113.3462%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L022.11 5431.000 m | 6.25000 33943.75| 9.00000 48879.00| 9.00000 48879.00
FABRIC SILT FENCE-LOW POROSITY | | |
0002 0030.10 LUMP| 4100.00000 4100.00| 4000.00000 4000.00| 21000.00000 21000.00
MOBILIZATION | | |
0003 1009.00 LUMP| 1025.00000 1025.00| 1000.00000 1000.00| 1100.00000 1100.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 11690.000 kL | 2.70000 31563.00| 2.64000 30861.60| 2.75000 32147.50
WATER | | |
0005 1030.00 111349.000 m3 | 3.55000 395288.95| 3.46000 385267.54| 3.80000 423126.20
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1101.00 416.000 m2 | 8.20000 3411.20| 8.00000 3328.00| 8.00000 3328.00
REMOVE PAVEMENT | | |
0007 1102.00 3657.000 m2 | 8.20000 29987.40| 8.00000 29256.00| 6.00000 21942.00
REMOVE ASPHALT SURFACE | | |
0008 1106.00 2491.000 m2 | 8.20000 20426.20| 8.00000 19928.00| 6.00000 14946.00
REMOVE DRIVEWAY | | |
0009 1108.00 576.000 m | 20.50000 11808.00| 20.00000 11520.00| 15.00000 8640.00
REMOVE COMBINATION CURB AND GUTTER | | |
0010 1701.24 237.100 m | 76.90000 18232.99| 75.00000 17782.50| 75.00000 17782.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0011 1701.30 10.500 m | 92.25000 968.63| 90.00000 945.00| 90.00000 945.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0012 1701.36 48.000 m | 102.50000 4920.00| 100.00000 4800.00| 100.00000 4800.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 1703.48 16.000 m | 123.00000 1968.00| 120.00000 1920.00| 120.00000 1920.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4 OR 5 | | |
0014 4040.00 1.000 EACH| 410.00000 410.00| 400.00000 400.00| 400.00000 400.00
REMOVE HEADWALLS FROM CULVERTS | | |
SECTION TOTALS | $ 558,053.12| $ 559,887.64| $ 600,956.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0015 P300.24 49.600 m | 53.30000 2643.68| 52.00000 2579.20| 52.00000 2579.20
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 P300.30 23.300 m | 72.80000 1696.24| 71.00000 1654.30| 71.00000 1654.30
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0017 P300.36 14.200 m | 86.00000 1221.20| 84.00000 1192.80| 84.00000 1192.80
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0018 P300.48 73.800 m | 132.25000 9760.05| 129.00000 9520.20| 129.00000 9520.20
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0019 P300.60 9.400 m | 187.60000 1763.44| 183.00000 1720.20| 183.00000 1720.20
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0020 P372.30 14.500 m | 109.70000 1590.65| 107.00000 1551.50| 107.00000 1551.50
750 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,4 OR 5 | | |
0021 P500.24 69.900 m | 72.80000 5088.72| 71.00000 4962.90| 71.00000 4962.90
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0022 P500.36 47.000 m | 118.00000 5546.00| 115.00000 5405.00| 115.00000 5405.00
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0023 0030.40 LUMP| 6420.00000 6420.00| 6260.00000 6260.00| 6300.00000 6300.00
MOBILIZATION | | |
0024 1119.00 1.000 EACH| 153.80000 153.80| 150.00000 150.00| 150.00000 150.00
REMOVE INLET | | |
0025 4035.00 47.000 EACH| 51.25000 2408.75| 50.00000 2350.00| 50.00000 2350.00
REMOVE FLARED-END SECTION | | |
0026 4040.00 6.000 EACH| 143.50000 861.00| 140.00000 840.00| 140.00000 840.00
REMOVE HEADWALLS FROM CULVERTS | | |
0027 4043.00 131.300 m | 15.40000 2022.02| 15.00000 1969.50| 15.00000 1969.50
REMOVE CULVERT PIPE | | |
0028 4044.00 1.000 EACH| 1025.00000 1025.00| 1000.00000 1000.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
33+79.30 | | |
0029 4044.01 1.000 EACH| 1025.00000 1025.00| 1000.00000 1000.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
50+22.30 | | |
0030 4044.02 1.000 EACH| 717.70000 717.70| 700.00000 700.00| 700.00000 700.00
PREPARATION OF STRUCTURE AT STA. 75+23 | | |
0031 4044.03 1.000 EACH| 666.00000 666.00| 650.00000 650.00| 650.00000 650.00
PREPARATION OF STRUCTURE AT STA. | | |
89+71.20 | | |
0032 4044.04 1.000 EACH| 666.00000 666.00| 650.00000 650.00| 650.00000 650.00
PREPARATION OF STRUCTURE AT STA. | | |
102+33.60 | | |
0033 4044.05 1.000 EACH| 666.00000 666.00| 650.00000 650.00| 650.00000 650.00
PREPARATION OF STRUCTURE AT STA. | | |
120+72.30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4044.06 1.000 EACH| 615.00000 615.00| 600.00000 600.00| 600.00000 600.00
PREPARATION OF STRUCTURE AT STA. | | |
129+66.90 | | |
0035 4050.01 563.000 m3 | 8.20000 4616.60| 8.00000 4504.00| 8.00000 4504.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0036 4051.01 121.000 m3 | 9.20000 1113.20| 9.00000 1089.00| 9.00000 1089.00
EXCAVATION FOR BOX CULVERTS | | |
0037 4101.06 90.275 m3 | 358.80000 32390.67| 350.00000 31596.25| 350.00000 31596.25
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0038 4151.00 5002.000 kg | 1.55000 7753.10| 1.50000 7503.00| 1.50000 7503.00
REINFORCING STEEL FOR BOX CULVERT | | |
0039 4310.24 26.000 EACH| 175.00000 4550.00| 170.00000 4420.00| 170.00000 4420.00
600 mm FLARED-END SECTION | | |
0040 4310.30 6.000 EACH| 251.00000 1506.00| 245.00000 1470.00| 245.00000 1470.00
750 mm FLARED-END SECTION | | |
0041 4310.36 10.000 EACH| 333.00000 3330.00| 325.00000 3250.00| 325.00000 3250.00
900 mm FLARED-END SECTION | | |
0042 4310.48 10.000 EACH| 718.00000 7180.00| 700.00000 7000.00| 700.00000 7000.00
1200 mm FLARED-END SECTION | | |
0043 4310.60 2.000 EACH| 1130.00000 2260.00| 1100.00000 2200.00| 1100.00000 2200.00
1500 mm FLARED-END SECTION | | |
0044 4320.30 2.000 EACH| 287.00000 574.00| 280.00000 560.00| 280.00000 560.00
750 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 111,829.82| $ 108,997.85| $ 109,037.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 83+97.40
TWIN 3.0m X 1.8m X 15.2m CONCRETE BOX CULVERT
| | |
0045 0030.40 LUMP| 2000.00000 2000.00| 1930.00000 1930.00| 1930.00000 1930.00
MOBILIZATION | | |
0046 4044.07 1.000 EACH| 1850.00000 1850.00| 1800.00000 1800.00| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. | | |
83+97.40 | | |
0047 4051.01 41.000 m3 | 9.25000 379.25| 9.00000 369.00| 9.00000 369.00
EXCAVATION FOR BOX CULVERTS | | |
0048 4101.06 46.000 m3 | 340.00000 15640.00| 330.00000 15180.00| 330.00000 15180.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 4151.00 2683.000 kg | 1.55000 4158.65| 1.50000 4024.50| 1.50000 4024.50
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 24,027.90| $ 23,303.50| $ 23,303.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CULVERT AT STA. 145+54.00
TWIN 3.0m X 2.4m X 18.5m CONCRETE BOX CULVERT
| | |
0050 0030.40 LUMP| 2000.00000 2000.00| 1930.00000 1930.00| 1930.00000 1930.00
MOBILIZATION | | |
0051 4044.07 1.000 EACH| 2565.00000 2565.00| 2500.00000 2500.00| 2500.00000 2500.00
PREPARATION OF STRUCTURE AT STA. | | |
145+54.00 | | |
0052 4051.01 67.000 m3 | 9.25000 619.75| 9.00000 603.00| 9.00000 603.00
EXCAVATION FOR BOX CULVERTS | | |
0053 4101.06 53.200 m3 | 340.00000 18088.00| 330.00000 17556.00| 330.00000 17556.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0054 4151.00 3053.000 kg | 1.55000 4732.15| 1.50000 4579.50| 1.50000 4579.50
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 28,004.90| $ 27,168.50| $ 27,168.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CULVERT AT STA. 171+56.40
TWIN 3.6m X 1.5m X 15.8m CONCRETE BOX CULVERT
| | |
0055 0030.40 LUMP| 2000.00000 2000.00| 1930.00000 1930.00| 1930.00000 1930.00
MOBILIZATION | | |
0056 4044.07 1.000 EACH| 2100.00000 2100.00| 1990.00000 1990.00| 1990.00000 1990.00
PREPARATION OF STRUCTURE AT STA. | | |
171+56.40 | | |
0057 4051.01 60.000 m3 | 9.25000 555.00| 9.00000 540.00| 9.00000 540.00
EXCAVATION FOR BOX CULVERTS | | |
0058 4101.06 53.000 m3 | 340.00000 18020.00| 330.00000 17490.00| 330.00000 17490.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0059 4151.00 3442.000 kg | 1.55000 5335.10| 1.50000 5163.00| 1.50000 5163.00
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 28,010.10| $ 27,113.00| $ 27,113.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0060 L001.01 14.600 ha | 1230.00000 17958.00| 1200.00000 17520.00| 1200.00000 17520.00
SEEDING, TYPE A | | |
0061 L001.02 14.000 ha | 975.00000 13650.00| 950.00000 13300.00| 950.00000 13300.00
SEEDING, TYPE B | | |
0062 L032.75 143.000 Mg | 72.00000 10296.00| 90.00000 12870.00| 90.00000 12870.00
MULCH | | |
0063 0030.50 LUMP| 1100.00000 1100.00| 5000.00000 5000.00| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 43,004.00| $ 48,690.00| $ 48,690.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0064 0030.70 LUMP| 500.00000 500.00| 500.00000 500.00| 200.00000 200.00
MOBILIZATION | | |
0065 7015.00 700.000 m | 20.50000 14350.00| 20.00000 14000.00| 20.00000 14000.00
CABLE GUARDRAIL | | |
0066 7023.00 2.000 EACH| 1250.00000 2500.00| 1200.00000 2400.00| 1200.00000 2400.00
TERMINAL ANCHORAGE SECTIONS | | |
0067 7024.00 1.000 EACH| 2500.00000 2500.00| 2400.00000 2400.00| 2400.00000 2400.00
INTERMEDIATE ANCHORAGE SECTIONS | | |
SECTION TOTALS | $ 19,850.00| $ 19,300.00| $ 19,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
0068 A001.12 1.000 EACH| 410.00000 410.00| 400.00000 400.00| 400.00000 400.00
PULL BOX, TYPE PB-5 | | |
0069 A009.14 2.000 EACH| 1850.00000 3700.00| 1800.00000 3600.00| 1800.00000 3600.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0070 A020.10 1.000 EACH| 1400.00000 1400.00| 1350.00000 1350.00| 1350.00000 1350.00
LIGHTING CONTROL CENTER, TYPE D | | |
0071 A070.10 96.000 m | 7.70000 739.20| 7.50000 720.00| 7.50000 720.00
38 mm CONDUIT IN TRENCH | | |
0072 A072.10 25.000 m | 10.25000 256.25| 10.00000 250.00| 10.00000 250.00
38 mm CONDUIT UNDER ROADWAY | | |
0073 A080.22 121.000 m | 1.85000 223.85| 1.80000 217.80| 1.80000 217.80
STREET LIGHTING CABLE, NO. 6 BARE | | |
0074 A080.24 242.000 m | 2.05000 496.10| 2.00000 484.00| 2.00000 484.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0075 0030.81 LUMP| 2100.00000 2100.00| 2047.00000 2047.00| 2100.00000 2100.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 9,325.40| $ 9,068.80| $ 9,121.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
0076 0002.55 592.680 StaM| 21.50000 12742.62| 23.00000 13631.64| 21.00000 12446.28
OVERLAY BROKEN LINES | | |
0077 0002.60 1185.360 StaM| 21.50000 25485.24| 26.00000 30819.36| 21.00000 24892.56
OVERLAY SOLID LINES | | |
0078 0030.90 LUMP| 117500.00000 117500.00| 49000.00000 49000.00| 35000.00000 35000.00
MOBILIZATION | | |
0079 1020.02 74.000 EACH| 8.20000 606.80| 11.00000 814.00| 12.00000 888.00
DELINEATOR, TYPE II | | |
0080 1020.03 23.000 EACH| 8.20000 188.60| 11.75000 270.25| 18.00000 414.00
DELINEATOR, TYPE III | | |
0081 1020.20 8.000 EACH| 25.60000 204.80| 18.00000 144.00| 20.00000 160.00
INSTALL CHEVRONS | | |
0082 2001.00 230.000 m3 | 18.40000 4232.00| 13.75000 3162.50| 18.00000 4140.00
GRAVEL SURFACE COURSE | | |
0083 2021.00 3.000 EACH| 51.25000 153.75| 50.00000 150.00| 50.00000 150.00
MAILBOX POST | | |
0084 3012.04 128.000 m | 76.35000 9772.80| 74.50000 9536.00| 74.50000 9536.00
CONCRETE 47B-25 MEDIAN CURB | | |
0085 3013.15 63.800 m | 77.35000 4934.93| 75.45000 4813.71| 75.45000 4813.71
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0086 3014.11 494.000 m | 70.65000 34901.10| 68.90000 34036.60| 68.90000 34036.60
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0087 3017.39 265.000 m2 | 40.00000 10600.00| 38.95000 10321.75| 39.00000 10335.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0088 3019.24 1.000 EACH| 666.45000 666.45| 650.00000 650.00| 650.00000 650.00
CONCRETE CLASS 47B-25 ISLAND NOSE | | |
0089 3020.24 226.000 m2 | 37.65000 8508.90| 36.70000 8294.20| 36.70000 8294.20
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0090 3075.32 503.000 m2 | 40.65000 20446.95| 39.65000 19943.95| 39.65000 19943.95
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0091 4003.00 265.000 kg | 1.55000 410.75| 4.00000 1060.00| 6.00000 1590.00
CAST IRON COVER, FRAME, AND FLANGE | | |
0092 4015.00 2.000 EACH| 310.00000 620.00| 450.00000 900.00| 1000.00000 2000.00
ADJUST MANHOLE TO GRADE | | |
0093 7502.04 800.000 m | 6.40000 5120.00| 6.90000 5520.00| 6.67000 5336.00
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0094 7503.04 1100.000 m | 6.40000 7040.00| 7.05000 7755.00| 6.92000 7612.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0095 7508.04 75.000 m | 19.25000 1443.75| 17.70000 1327.50| 20.00000 1500.00
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0096 7509.04 650.000 m | 19.25000 12512.50| 17.80000 11570.00| 21.00000 13650.00
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0097 7512.04 42.000 m | 38.45000 1614.90| 31.00000 1302.00| 40.00000 1680.00
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0098 8111.00 366.816 StaM| 306.20000 112319.06| 250.00000 91704.00| 170.00000 62358.72
SHOULDER SUBGRADE PREPARATION | | |
0099 9000.73 500.000 Mg | 11.85000 5925.00| 13.68000 6840.00| 13.00000 6500.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0100 9005.00 250.000 Mg | 46.00000 11500.00| 32.82000 8205.00| 28.00000 7000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4 | | |
0101 9005.23 36350.000 Mg | 13.40000 487090.00| 13.68000 497268.00| 13.50000 490725.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0102 9005.45 50910.000 Mg | 22.60000 1150566.00| 22.82000 1161766.20| 24.15000 1229476.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0103 9009.00 11096.000 m2 | 2.85000 31623.60| 3.50000 38836.00| 3.00000 33288.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0104 9020.92 27.000 Mg | 158.00000 4266.00| 159.00000 4293.00| 157.40000 4249.80
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0105 9021.01 2762.640 Mg | 158.00000 436497.12| 159.00000 439259.76| 157.40000 434839.54
PERFORMANCE GRADED BINDER (64-22) | | |
0106 9021.03 1962.900 Mg | 158.00000 310138.20| 159.00000 312101.10| 157.40000 308960.46
PERFORMANCE GRADED BINDER (58-28) | | |
0107 9034.00 11096.000 m2 | 1.15000 12760.40| 2.50000 27740.00| 2.00000 22192.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0108 9053.00 166050.000 L | 0.19000 31549.50| 0.26000 43173.00| 0.29000 48154.50
TACK COAT | | |
0109 9111.00 2300.000 kL | 2.45000 5635.00| 3.25000 7475.00| 3.25000 7475.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 9140.00 6.273 StaM| 164.00000 1028.77| 160.00000 1003.68| 160.00000 1003.68
JOINT SEALING - ASPHALT TO CONCRETE | | |
0111 9170.00 28.298 StaM| 154.00000 4357.89| 185.00000 5235.13| 185.00000 5235.13
EARTH SHOULDER CONSTRUCTION | | |
0112 9173.20 1004.000 m2 | 3.65000 3664.60| 2.50000 2510.00| 3.00000 3012.00
SUBGRADE PREPARATION | | |
0113 9179.23 212.317 StaM| 457.20000 97071.33| 475.00000 100850.58| 425.00000 90234.73
COLD MILLING, CLASS 3 | | |
0114 9188.50 1260.000 m2 | 14.70000 18522.00| 25.00000 31500.00| 20.50000 25830.00
SURFACING UNDER GUARDRAIL | | |
0115 9300.50 19.770 LS | 5000.00000 5000.00| 6000.00000 6000.00| 5500.00000 5500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 3,009,221.31| $ 3,000,782.91| $ 2,985,103.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0116 0001.08 22000.000 BDAY| 0.50000 11000.00| 0.50000 11000.00| 0.50000 11000.00
BARRICADE, TYPE II | | |
0117 0001.10 1952.000 BDAY| 2.05000 4001.60| 2.50000 4880.00| 4.00000 7808.00
BARRICADE, TYPE III | | |
0118 0001.30 976.000 LDAY| 2.30000 2244.80| 2.50000 2440.00| 4.00000 3904.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0119 0001.75 2295.000 EACH| 5.10000 11704.50| 5.00000 11475.00| 5.00000 11475.00
TEMPORARY SIGN DAY | | |
0120 0001.90 30256.000 EACH| 0.22000 6656.32| 0.50000 15128.00| 0.80000 24204.80
SIGN DAY | | |
0121 0003.10 200.000 DAY | 180.00000 36000.00| 175.00000 35000.00| 200.00000 40000.00
FLAGGING | | |
0122 0003.20 50.000 DAY | 235.00000 11750.00| 275.00000 13750.00| 300.00000 15000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0123 0010.04 1.000 EACH| 3750.00000 3750.00| 1500.00000 1500.00| 1500.00000 1500.00
FIELD OFFICE | | |
0124 0030.10 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 10000.00000 10000.00
MOBILIZATION | | |
0125 1017.00 19.750 LS | 35000.00000 35000.00| 33000.00000 33000.00| 33000.00000 33000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0126 9110.01 200.000 HOUR| 54.00000 10800.00| 55.00000 11000.00| 50.00000 10000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0127 9110.02 60.000 HOUR| 68.00000 4080.00| 65.00000 3900.00| 50.00000 3000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0128 9110.03 200.000 HOUR| 47.00000 9400.00| 50.00000 10000.00| 35.00000 7000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0129 9110.07 200.000 HOUR| 35.00000 7000.00| 45.00000 9000.00| 35.00000 7000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 154,887.22| $ 172,073.00| $ 184,891.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,986,213.77| $ 3,996,385.20| $ 4,034,386.01
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L022.11 5431.000 m | 9.10000 49422.10| 8.18000 44425.58|
FABRIC SILT FENCE-LOW POROSITY | | |
0002 0030.10 LUMP| 10000.00000 10000.00| 4580.67000 4580.67|
MOBILIZATION | | |
0003 1009.00 LUMP| 2500.00000 2500.00| 1145.17000 1145.17|
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 11690.000 kL | 2.55000 29809.50| 3.02000 35303.80|
WATER | | |
0005 1030.00 111349.000 m3 | 4.15000 462098.35| 3.96000 440942.04|
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1101.00 416.000 m2 | 5.15000 2142.40| 9.16000 3810.56|
REMOVE PAVEMENT | | |
0007 1102.00 3657.000 m2 | 3.50000 12799.50| 9.16000 33498.12|
REMOVE ASPHALT SURFACE | | |
0008 1106.00 2491.000 m2 | 3.90000 9714.90| 9.16000 22817.56|
REMOVE DRIVEWAY | | |
0009 1108.00 576.000 m | 8.55000 4924.80| 22.90000 13190.40|
REMOVE COMBINATION CURB AND GUTTER | | |
0010 1701.24 237.100 m | 52.65000 12483.32| 85.89000 20364.52|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0011 1701.30 10.500 m | 69.00000 724.50| 103.06000 1082.13|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0012 1701.36 48.000 m | 79.00000 3792.00| 114.52000 5496.96|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 1703.48 16.000 m | 120.00000 1920.00| 137.42000 2198.72|
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4 OR 5 | | |
0014 4040.00 1.000 EACH| 335.00000 335.00| 458.07000 458.07|
REMOVE HEADWALLS FROM CULVERTS | | |
SECTION TOTALS | $ 602,666.37| $ 629,314.30|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0015 P300.24 49.600 m | 52.00000 2579.20| 79.52000 3944.19|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 P300.30 23.300 m | 71.00000 1654.30| 100.73000 2347.01|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0017 P300.36 14.200 m | 84.00000 1192.80| 114.60000 1627.32|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0018 P300.48 73.800 m | 129.00000 9520.20| 175.74000 12969.61|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0019 P300.60 9.400 m | 183.00000 1720.20| 255.83000 2404.80|
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0020 P372.30 14.500 m | 107.00000 1551.50| 135.58000 1965.91|
750 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,4 OR 5 | | |
0021 P500.24 69.900 m | 71.00000 4962.90| 84.82000 5928.92|
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0022 P500.36 47.000 m | 115.00000 5405.00| 146.53000 6886.91|
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0023 0030.40 LUMP| 6260.00000 6260.00| 5639.95000 5639.95|
MOBILIZATION | | |
0024 1119.00 1.000 EACH| 150.00000 150.00| 225.60000 225.60|
REMOVE INLET | | |
0025 4035.00 47.000 EACH| 50.00000 2350.00| 169.20000 7952.40|
REMOVE FLARED-END SECTION | | |
0026 4040.00 6.000 EACH| 140.00000 840.00| 146.64000 879.84|
REMOVE HEADWALLS FROM CULVERTS | | |
0027 4043.00 131.300 m | 15.00000 1969.50| 33.84000 4443.19|
REMOVE CULVERT PIPE | | |
0028 4044.00 1.000 EACH| 1000.00000 1000.00| 1353.59000 1353.59|
PREPARATION OF STRUCTURE AT STA. | | |
33+79.30 | | |
0029 4044.01 1.000 EACH| 1000.00000 1000.00| 2808.70000 2808.70|
PREPARATION OF STRUCTURE AT STA. | | |
50+22.30 | | |
0030 4044.02 1.000 EACH| 700.00000 700.00| 789.59000 789.59|
PREPARATION OF STRUCTURE AT STA. 75+23 | | |
0031 4044.03 1.000 EACH| 650.00000 650.00| 789.59000 789.59|
PREPARATION OF STRUCTURE AT STA. | | |
89+71.20 | | |
0032 4044.04 1.000 EACH| 650.00000 650.00| 789.59000 789.59|
PREPARATION OF STRUCTURE AT STA. | | |
102+33.60 | | |
0033 4044.05 1.000 EACH| 650.00000 650.00| 789.59000 789.59|
PREPARATION OF STRUCTURE AT STA. | | |
120+72.30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4044.06 1.000 EACH| 600.00000 600.00| 789.59000 789.59|
PREPARATION OF STRUCTURE AT STA. | | |
129+66.90 | | |
0035 4050.01 563.000 m3 | 8.00000 4504.00| 11.28000 6350.64|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0036 4051.01 121.000 m3 | 9.00000 1089.00| 23.69000 2866.49|
EXCAVATION FOR BOX CULVERTS | | |
0037 4101.06 90.275 m3 | 350.00000 31596.25| 415.12000 37474.96|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0038 4151.00 5002.000 kg | 1.50000 7503.00| 1.13000 5652.26|
REINFORCING STEEL FOR BOX CULVERT | | |
0039 4310.24 26.000 EACH| 170.00000 4420.00| 200.78000 5220.28|
600 mm FLARED-END SECTION | | |
0040 4310.30 6.000 EACH| 245.00000 1470.00| 302.30000 1813.80|
750 mm FLARED-END SECTION | | |
0041 4310.36 10.000 EACH| 325.00000 3250.00| 444.43000 4444.30|
900 mm FLARED-END SECTION | | |
0042 4310.48 10.000 EACH| 700.00000 7000.00| 1084.00000 10840.00|
1200 mm FLARED-END SECTION | | |
0043 4310.60 2.000 EACH| 1100.00000 2200.00| 1822.84000 3645.68|
1500 mm FLARED-END SECTION | | |
0044 4320.30 2.000 EACH| 280.00000 560.00| 324.86000 649.72|
750 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 108,997.85| $ 144,284.02|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 83+97.40
TWIN 3.0m X 1.8m X 15.2m CONCRETE BOX CULVERT
| | |
0045 0030.40 LUMP| 1930.00000 1930.00| 3383.97000 3383.97|
MOBILIZATION | | |
0046 4044.07 1.000 EACH| 1800.00000 1800.00| 3383.97000 3383.97|
PREPARATION OF STRUCTURE AT STA. | | |
83+97.40 | | |
0047 4051.01 41.000 m3 | 9.00000 369.00| 23.69000 971.29|
EXCAVATION FOR BOX CULVERTS | | |
0048 4101.06 46.000 m3 | 330.00000 15180.00| 415.10000 19094.60|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 4151.00 2683.000 kg | 1.50000 4024.50| 1.69000 4534.27|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 23,303.50| $ 31,368.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CULVERT AT STA. 145+54.00
TWIN 3.0m X 2.4m X 18.5m CONCRETE BOX CULVERT
| | |
0050 0030.40 LUMP| 1930.00000 1930.00| 3383.97000 3383.97|
MOBILIZATION | | |
0051 4044.07 1.000 EACH| 2500.00000 2500.00| 3383.97000 3383.97|
PREPARATION OF STRUCTURE AT STA. | | |
145+54.00 | | |
0052 4051.01 67.000 m3 | 9.00000 603.00| 23.69000 1587.23|
EXCAVATION FOR BOX CULVERTS | | |
0053 4101.06 53.200 m3 | 330.00000 17556.00| 415.10000 22083.32|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0054 4151.00 3053.000 kg | 1.50000 4579.50| 1.69000 5159.57|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 27,168.50| $ 35,598.06|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CULVERT AT STA. 171+56.40
TWIN 3.6m X 1.5m X 15.8m CONCRETE BOX CULVERT
| | |
0055 0030.40 LUMP| 1930.00000 1930.00| 3383.97000 3383.97|
MOBILIZATION | | |
0056 4044.07 1.000 EACH| 1990.00000 1990.00| 3383.97000 3383.97|
PREPARATION OF STRUCTURE AT STA. | | |
171+56.40 | | |
0057 4051.01 60.000 m3 | 9.00000 540.00| 23.69000 1421.40|
EXCAVATION FOR BOX CULVERTS | | |
0058 4101.06 53.000 m3 | 330.00000 17490.00| 415.10000 22000.30|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0059 4151.00 3442.000 kg | 1.50000 5163.00| 1.69000 5816.98|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 27,113.00| $ 36,006.62|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0060 L001.01 14.600 ha | 1200.00000 17520.00| 1353.59000 19762.41|
SEEDING, TYPE A | | |
0061 L001.02 14.000 ha | 950.00000 13300.00| 1071.59000 15002.26|
SEEDING, TYPE B | | |
0062 L032.75 143.000 Mg | 70.00000 10010.00| 78.96000 11291.28|
MULCH | | |
0063 0030.50 LUMP| 1000.00000 1000.00| 1127.99000 1127.99|
MOBILIZATION | | |
SECTION TOTALS | $ 41,830.00| $ 47,183.94|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0064 0030.70 LUMP| 200.00000 200.00| 225.60000 225.60|
MOBILIZATION | | |
0065 7015.00 700.000 m | 20.00000 14000.00| 22.56000 15792.00|
CABLE GUARDRAIL | | |
0066 7023.00 2.000 EACH| 1200.00000 2400.00| 1353.59000 2707.18|
TERMINAL ANCHORAGE SECTIONS | | |
0067 7024.00 1.000 EACH| 2400.00000 2400.00| 2707.18000 2707.18|
INTERMEDIATE ANCHORAGE SECTIONS | | |
SECTION TOTALS | $ 19,000.00| $ 21,431.96|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
0068 A001.12 1.000 EACH| 400.00000 400.00| 451.20000 451.20|
PULL BOX, TYPE PB-5 | | |
0069 A009.14 2.000 EACH| 1800.00000 3600.00| 2030.39000 4060.78|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0070 A020.10 1.000 EACH| 1350.00000 1350.00| 1522.79000 1522.79|
LIGHTING CONTROL CENTER, TYPE D | | |
0071 A070.10 96.000 m | 7.50000 720.00| 8.46000 812.16|
38 mm CONDUIT IN TRENCH | | |
0072 A072.10 25.000 m | 10.00000 250.00| 11.28000 282.00|
38 mm CONDUIT UNDER ROADWAY | | |
0073 A080.22 121.000 m | 1.80000 217.80| 2.03000 245.63|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0074 A080.24 242.000 m | 2.00000 484.00| 2.26000 546.92|
STREET LIGHTING CABLE, NO. 6 USE | | |
0075 0030.81 LUMP| 2047.00000 2047.00| 2309.00000 2309.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 9,068.80| $ 10,230.48|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
0076 0002.55 592.680 StaM| 19.95000 11823.97| 22.00000 13038.96|
OVERLAY BROKEN LINES | | |
0077 0002.60 1185.360 StaM| 19.55000 23173.79| 22.00000 26077.92|
OVERLAY SOLID LINES | | |
0078 0030.90 LUMP| 41000.00000 41000.00| 128500.00000 128500.00|
MOBILIZATION | | |
0079 1020.02 74.000 EACH| 16.40000 1213.60| 23.35000 1727.90|
DELINEATOR, TYPE II | | |
0080 1020.03 23.000 EACH| 16.40000 377.20| 23.35000 537.05|
DELINEATOR, TYPE III | | |
0081 1020.20 8.000 EACH| 24.10000 192.80| 30.12000 240.96|
INSTALL CHEVRONS | | |
0082 2001.00 230.000 m3 | 18.10000 4163.00| 24.30000 5589.00|
GRAVEL SURFACE COURSE | | |
0083 2021.00 3.000 EACH| 50.00000 150.00| 56.40000 169.20|
MAILBOX POST | | |
0084 3012.04 128.000 m | 81.60000 10444.80| 84.04000 10757.12|
CONCRETE 47B-25 MEDIAN CURB | | |
0085 3013.15 63.800 m | 82.60000 5269.88| 85.11000 5430.02|
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0086 3014.11 494.000 m | 75.45000 37272.30| 77.72000 38393.68|
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0087 3017.39 265.000 m2 | 42.65000 11302.25| 43.94000 11644.10|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0088 3019.24 1.000 EACH| 710.00000 710.00| 733.19000 733.19|
CONCRETE CLASS 47B-25 ISLAND NOSE | | |
0089 3020.24 226.000 m2 | 40.20000 9085.20| 41.40000 9356.40|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0090 3075.32 503.000 m2 | 43.40000 21830.20| 44.72000 22494.16|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0091 4003.00 265.000 kg | 5.65000 1497.25| 3.00000 795.00|
CAST IRON COVER, FRAME, AND FLANGE | | |
0092 4015.00 2.000 EACH| 500.00000 1000.00| 479.40000 958.80|
ADJUST MANHOLE TO GRADE | | |
0093 7502.04 800.000 m | 7.70000 6160.00| 7.52000 6016.00|
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0094 7503.04 1100.000 m | 8.00000 8800.00| 7.81000 8591.00|
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0095 7508.04 75.000 m | 24.10000 1807.50| 22.56000 1692.00|
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0096 7509.04 650.000 m | 25.20000 16380.00| 23.69000 15398.50|
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0097 7512.04 42.000 m | 48.20000 2024.40| 45.12000 1895.04|
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0098 8111.00 366.816 StaM| 188.65000 69199.84| 148.22000 54369.47|
SHOULDER SUBGRADE PREPARATION | | |
0099 9000.73 500.000 Mg | 13.02000 6510.00| 17.22000 8610.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0100 9005.00 250.000 Mg | 30.25000 7562.50| 37.53000 9382.50|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4 | | |
0101 9005.23 36350.000 Mg | 13.02000 473277.00| 15.47000 562334.50|
ASPHALTIC CONCRETE, TYPE SPS | | |
0102 9005.45 50910.000 Mg | 25.25000 1285477.50| 28.50000 1450935.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0103 9009.00 11096.000 m2 | 2.10000 23301.60| 5.14000 57033.44|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0104 9020.92 27.000 Mg | 172.40000 4654.80| 160.00000 4320.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0105 9021.01 2762.640 Mg | 172.40000 476279.14| 160.00000 442022.40|
PERFORMANCE GRADED BINDER (64-22) | | |
0106 9021.03 1962.900 Mg | 172.40000 338403.96| 160.00000 314064.00|
PERFORMANCE GRADED BINDER (58-28) | | |
0107 9034.00 11096.000 m2 | 2.45000 27185.20| 1.59000 17642.64|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0108 9053.00 166050.000 L | 0.22000 36531.00| 0.12000 19926.00|
TACK COAT | | |
0109 9111.00 2300.000 kL | 2.55000 5865.00| 2.73000 6279.00|
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 9140.00 6.273 StaM| 175.25000 1099.34| 261.39000 1639.70|
JOINT SEALING - ASPHALT TO CONCRETE | | |
0111 9170.00 28.298 StaM| 136.60000 3865.51| 228.87000 6476.56|
EARTH SHOULDER CONSTRUCTION | | |
0112 9173.20 1004.000 m2 | 2.50000 2510.00| 2.41000 2419.64|
SUBGRADE PREPARATION | | |
0113 9179.23 212.317 StaM| 456.00000 96816.55| 470.36000 99865.42|
COLD MILLING, CLASS 3 | | |
0114 9188.50 1260.000 m2 | 23.90000 30114.00| 12.59000 15863.40|
SURFACING UNDER GUARDRAIL | | |
0115 9300.50 19.770 LS | 4300.00000 4300.00| 1815.41000 1815.41|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 3,108,631.08| $ 3,385,035.08|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0116 0001.08 22000.000 BDAY| 0.50000 11000.00| 0.50000 11000.00|
BARRICADE, TYPE II | | |
0117 0001.10 1952.000 BDAY| 3.65000 7124.80| 2.26000 4411.52|
BARRICADE, TYPE III | | |
0118 0001.30 976.000 LDAY| 4.55000 4440.80| 1.13000 1102.88|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0119 0001.75 2295.000 EACH| 6.45000 14802.75| 4.51000 10350.45|
TEMPORARY SIGN DAY | | |
0120 0001.90 30256.000 EACH| 0.60000 18153.60| 0.68000 20574.08|
SIGN DAY | | |
0121 0003.10 200.000 DAY | 168.40000 33680.00| 187.99000 37598.00|
FLAGGING | | |
0122 0003.20 50.000 DAY | 276.50000 13825.00| 241.24000 12062.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0123 0010.04 1.000 EACH| 2750.00000 2750.00| 2255.98000 2255.98|
FIELD OFFICE | | |
0124 0030.10 LUMP| 4700.00000 4700.00| 5639.95000 5639.95|
MOBILIZATION | | |
0125 1017.00 19.750 LS | 36965.00000 36965.00| 37223.69000 37223.69|
CONSTRUCTION STAKING AND SURVEYING | | |
0126 9110.01 200.000 HOUR| 49.00000 9800.00| 65.64000 13128.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0127 9110.02 60.000 HOUR| 49.00000 2940.00| 59.24000 3554.40|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 6937 COUNTIES : CUSTER
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : EACNH-2-3(116)
====================================================================================================================================
|(4) 2252 |(5) 2853 |
|PAULSEN, INC. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0128 9110.03 200.000 HOUR| 44.00000 8800.00| 47.44000 9488.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0129 9110.07 200.000 HOUR| 35.00000 7000.00| 46.92000 9384.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 175,981.95| $ 177,772.95|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,143,761.05| $ 4,518,225.51|
====================================================================================================================================