|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 DISTRICT : 7
PROJECT(S) : STPE-1315(8)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTH OF WAUNETA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 521,629.83 100.0000%
2 2252 PAULSEN, INC. $ 535,927.27 102.7409%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 538,333.50 103.2022%
4 0083 WERNER CONSTRUCTION, INC. $ 549,804.71 105.4013%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 7
PROJECT(S) : STPE-1315(8)
====================================================================================================================================
|(1) 2853 |(2) 2252 |(3) 0477
|SIMON CONTRACTORS AND SUBSID|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 5.000 ha | 287.18000 1435.90| 134.00000 670.00| 140.00000 700.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 4208.80000 4208.80| 4500.00000 4500.00| 3600.00000 3600.00
MOBILIZATION | | |
0003 1000.00 1.000 EACH| 408.27000 408.27| 500.00000 500.00| 600.00000 600.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 575.81000 575.81| 2000.00000 2000.00| 2100.00000 2100.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 888.000 kL | 5.46000 4848.48| 2.80000 2486.40| 3.00000 2664.00
WATER | | |
0006 1030.00 7107.000 m3 | 5.21000 37027.47| 3.50000 24874.50| 3.60000 25585.20
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1300.18 18.000 m | 54.56000 982.08| 40.00000 720.00| 42.00000 756.00
450 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.21 101.000 m | 62.21000 6283.21| 45.00000 4545.00| 47.00000 4747.00
525 mm DRIVEWAY CULVERT PIPE | | |
0009 1300.24 9.000 m | 62.80000 565.20| 52.00000 468.00| 55.00000 495.00
600 mm DRIVEWAY CULVERT PIPE | | |
SECTION TOTALS | $ 56,335.22| $ 40,763.90| $ 41,247.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0010 0030.40 LUMP| 4887.79000 4887.79| 3750.00000 3750.00| 3000.00000 3000.00
MOBILIZATION | | |
0011 4040.00 4.000 EACH| 315.90000 1263.60| 200.00000 800.00| 200.00000 800.00
REMOVE HEADWALLS FROM CULVERTS | | |
0012 4044.00 1.000 EACH| 1091.28000 1091.28| 4900.00000 4900.00| 5000.00000 5000.00
PREPARATION OF STRUCTURE AT STA. | | |
20+99.64 | | |
0013 4050.01 106.000 m3 | 15.11000 1601.66| 44.00000 4664.00| 46.00000 4876.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4051.01 26.000 m3 | 33.80000 878.80| 56.00000 1456.00| 60.00000 1560.00
EXCAVATION FOR BOX CULVERTS | | |
0015 4101.06 14.400 m3 | 492.59000 7093.30| 524.00000 7545.60| 550.00000 7920.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0016 4151.00 949.000 kg | 1.88000 1784.12| 1.92000 1822.08| 2.00000 1898.00
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 7
PROJECT(S) : STPE-1315(8)
====================================================================================================================================
|(1) 2853 |(2) 2252 |(3) 0477
|SIMON CONTRACTORS AND SUBSID|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 4305.36 20.000 m | 123.77000 2475.40| 93.00000 1860.00| 95.00000 1900.00
900 mm ROUND EQUIVALENT CULVERT PIPE | | |
0018 4305.48 22.000 m | 217.89000 4793.58| 142.00000 3124.00| 145.00000 3190.00
1200 mm ROUND EQUIVALENT CULVERT PIPE | | |
0019 4320.36 4.000 EACH| 471.84000 1887.36| 350.00000 1400.00| 360.00000 1440.00
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0020 4320.48 4.000 EACH| 769.64000 3078.56| 600.00000 2400.00| 600.00000 2400.00
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 30,835.45| $ 33,721.68| $ 33,984.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 9 BITUMINOUS
| | |
0021 L001.01 5.000 ha | 516.92000 2584.60| 2080.00000 10400.00| 1800.00000 9000.00
SEEDING, TYPE A | | |
0022 L032.75 25.000 Mg | 137.85000 3446.25| 95.00000 2375.00| 80.00000 2000.00
MULCH | | |
0023 0002.55 88.260 StaM| 27.57000 2433.33| 20.80000 1835.81| 25.00000 2206.50
OVERLAY BROKEN LINES | | |
0024 0002.76 11000.000 m | 0.24000 2640.00| 0.24000 2640.00| 0.22000 2420.00
PERMANENT PAVEMENT MARKING PAINT | | |
0025 0030.90 LUMP| 50000.00000 50000.00| 34000.00000 34000.00| 33000.00000 33000.00
MOBILIZATION | | |
0026 2020.00 36.000 m2 | 4.84000 174.24| 4.25000 153.00| 3.00000 108.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0027 2021.00 2.000 EACH| 57.44000 114.88| 50.00000 100.00| 60.00000 120.00
MAILBOX POST | | |
0028 9005.35 9940.000 Mg | 23.11000 229713.40| 25.45000 252973.00| 26.00000 258440.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0029 9009.00 1117.000 m2 | 4.33000 4836.61| 2.15000 2401.55| 3.00000 3351.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0030 9021.01 536.760 Mg | 185.00000 99300.60| 199.35000 107003.11| 185.00000 99300.60
PERFORMANCE GRADED BINDER (64-22) | | |
0031 9034.00 1117.000 m2 | 1.58000 1764.86| 2.50000 2792.50| 3.00000 3351.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0032 9053.00 6580.000 L | 0.37000 2434.60| 0.24000 1579.20| 0.30000 1974.00
TACK COAT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 7
PROJECT(S) : STPE-1315(8)
====================================================================================================================================
|(1) 2853 |(2) 2252 |(3) 0477
|SIMON CONTRACTORS AND SUBSID|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 9111.00 795.000 kL | 8.12000 6455.40| 2.55000 2027.25| 3.00000 2385.00
WATER | | |
0034 9170.00 88.262 StaM| 117.83000 10399.91| 149.50000 13195.17| 175.00000 15445.85
EARTH SHOULDER CONSTRUCTION | | |
0035 9173.00 44.131 StaM| 209.44000 9242.80| 400.00000 17652.40| 350.00000 15445.85
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 425,541.48| $ 451,127.99| $ 448,547.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0036 0001.10 966.000 BDAY| 2.87000 2772.42| 3.90000 3767.40| 4.00000 3864.00
BARRICADE, TYPE III | | |
0037 0001.30 138.000 LDAY| 4.37000 603.06| 4.85000 669.30| 4.00000 552.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0038 0001.90 1518.000 EACH| 0.82000 1244.76| 1.50000 2277.00| 0.75000 1138.50
SIGN DAY | | |
0039 0010.04 1.000 EACH| 2297.44000 2297.44| 1100.00000 1100.00| 1500.00000 1500.00
FIELD OFFICE | | |
0040 0030.00 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 7500.00000 7500.00
MOBILIZATION | | |
SECTION TOTALS | $ 8,917.68| $ 10,313.70| $ 14,554.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 521,629.83| $ 535,927.27| $ 538,333.50
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 7
PROJECT(S) : STPE-1315(8)
====================================================================================================================================
|(4) 0083 | |
|WERNER CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 5.000 ha | 134.00000 670.00| |
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 3500.00000 3500.00| |
MOBILIZATION | | |
0003 1000.00 1.000 EACH| 500.00000 500.00| |
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 2000.00000 2000.00| |
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 888.000 kL | 2.80000 2486.40| |
WATER | | |
0006 1030.00 7107.000 m3 | 3.50000 24874.50| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1300.18 18.000 m | 40.00000 720.00| |
450 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.21 101.000 m | 45.00000 4545.00| |
525 mm DRIVEWAY CULVERT PIPE | | |
0009 1300.24 9.000 m | 52.00000 468.00| |
600 mm DRIVEWAY CULVERT PIPE | | |
SECTION TOTALS | $ 39,763.90| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0010 0030.40 LUMP| 2750.00000 2750.00| |
MOBILIZATION | | |
0011 4040.00 4.000 EACH| 200.00000 800.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0012 4044.00 1.000 EACH| 4900.00000 4900.00| |
PREPARATION OF STRUCTURE AT STA. | | |
20+99.64 | | |
0013 4050.01 106.000 m3 | 44.00000 4664.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4051.01 26.000 m3 | 56.00000 1456.00| |
EXCAVATION FOR BOX CULVERTS | | |
0015 4101.06 14.400 m3 | 524.00000 7545.60| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0016 4151.00 949.000 kg | 1.92000 1822.08| |
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 7
PROJECT(S) : STPE-1315(8)
====================================================================================================================================
|(4) 0083 | |
|WERNER CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 4305.36 20.000 m | 93.00000 1860.00| |
900 mm ROUND EQUIVALENT CULVERT PIPE | | |
0018 4305.48 22.000 m | 142.00000 3124.00| |
1200 mm ROUND EQUIVALENT CULVERT PIPE | | |
0019 4320.36 4.000 EACH| 350.00000 1400.00| |
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0020 4320.48 4.000 EACH| 600.00000 2400.00| |
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 32,721.68| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 9 BITUMINOUS
| | |
0021 L001.01 5.000 ha | 1754.00000 8770.00| |
SEEDING, TYPE A | | |
0022 L032.75 25.000 Mg | 80.00000 2000.00| |
MULCH | | |
0023 0002.55 88.260 StaM| 29.00000 2559.54| |
OVERLAY BROKEN LINES | | |
0024 0002.76 11000.000 m | 0.21000 2310.00| |
PERMANENT PAVEMENT MARKING PAINT | | |
0025 0030.90 LUMP| 51000.00000 51000.00| |
MOBILIZATION | | |
0026 2020.00 36.000 m2 | 7.50000 270.00| |
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0027 2021.00 2.000 EACH| 50.00000 100.00| |
MAILBOX POST | | |
0028 9005.35 9940.000 Mg | 24.84000 246909.60| |
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0029 9009.00 1117.000 m2 | 3.50000 3909.50| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0030 9021.01 536.760 Mg | 186.00000 99837.36| |
PERFORMANCE GRADED BINDER (64-22) | | |
0031 9034.00 1117.000 m2 | 2.50000 2792.50| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0032 9053.00 6580.000 L | 0.26000 1710.80| |
TACK COAT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7753 COUNTIES : CHASE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 7
PROJECT(S) : STPE-1315(8)
====================================================================================================================================
|(4) 0083 | |
|WERNER CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 9111.00 795.000 kL | 2.80000 2226.00| |
WATER | | |
0034 9170.00 88.262 StaM| 140.00000 12356.68| |
EARTH SHOULDER CONSTRUCTION | | |
0035 9173.00 44.131 StaM| 650.00000 28685.15| |
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 465,437.13| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0036 0001.10 966.000 BDAY| 3.50000 3381.00| |
BARRICADE, TYPE III | | |
0037 0001.30 138.000 LDAY| 3.50000 483.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0038 0001.90 1518.000 EACH| 1.00000 1518.00| |
SIGN DAY | | |
0039 0010.04 1.000 EACH| 1500.00000 1500.00| |
FIELD OFFICE | | |
0040 0030.00 LUMP| 5000.00000 5000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 11,882.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 549,804.71| |
====================================================================================================================================