|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
CONTRACT DESCRIPTION :
ON N-11 SOUTH OF AMELIA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
1661 THE NUMBER OF GROUP 9 CONTRACTS WHICH WILL BE ACCEPTED IN
1661 THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 2,671,256.70 100.0000%
2 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,709,768.37 101.4417%
3 2252 PAULSEN, INC. $ 2,789,337.68 104.4204%
4 0875 BROWER CONSTRUCTION CO. $ 2,837,525.00 106.2243%
5 1661 U.S. ASPHALT CO. $ 2,837,750.12 106.2327%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.01 5774.700 m2 | 6.00000 34648.20| 6.10000 35225.67| 6.00000 34648.20
EROSION CONTROL, TYPE A | | |
0002 L020.20 2300.000 m2 | 0.60000 1380.00| 0.60000 1380.00| 0.60000 1380.00
SLOPE PROTECTION NETTING | | |
0003 L021.01 91.000 BALE| 25.00000 2275.00| 25.00000 2275.00| 25.00000 2275.00
EROSION CHECKS, TYPE A | | |
0004 L022.25 170.000 m | 11.50000 1955.00| 11.50000 1955.00| 11.50000 1955.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0005 L030.75 5993.000 m3 | 7.50000 44947.50| 7.60000 45546.80| 7.50000 44947.50
MANURE TOPDRESSING | | |
0006 P300.24 69.500 m | 65.00000 4517.50| 66.00000 4587.00| 65.00000 4517.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0007 0030.10 LUMP| 9600.00000 9600.00| 10000.00000 10000.00| 10000.00000 10000.00
MOBILIZATION | | |
0008 1000.00 15.000 EACH| 150.00000 2250.00| 150.00000 2250.00| 150.00000 2250.00
LARGE TREE REMOVAL | | |
0009 1009.00 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00
GENERAL CLEARING AND GRUBBING | | |
0010 1010.00 162496.000 m3 | 1.87000 303867.52| 1.90000 308742.40| 1.87000 303867.52
EXCAVATION | | |
0011 1010.01 23193.000 m3 | 2.00000 46386.00| 2.00000 46386.00| 2.00000 46386.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1011.00 1415.000 kL | 1.40000 1981.00| 1.40000 1981.00| 1.40000 1981.00
WATER | | |
0013 1012.00 240.000 EACH| 70.00000 16800.00| 70.00000 16800.00| 70.00000 16800.00
RIGHT-OF-WAY MARKERS | | |
0014 1040.00 450000.000 m2 | 0.30000 135000.00| 0.30000 135000.00| 0.30000 135000.00
SLOPE PROTECTION | | |
0015 1040.05 7352.000 m2 | 0.20000 1470.40| 0.22000 1617.44| 0.20000 1470.40
TEMPORARY SLOPE PROTECTION | | |
0016 1040.06 495.000 Mg | 110.00000 54450.00| 111.00000 54945.00| 110.00000 54450.00
SLOPE PROTECTION MULCH | | |
0017 1042.00 29653.000 m2 | 1.10000 32618.30| 1.10000 32618.30| 1.10000 32618.30
SALVAGING AND PLACING HYDRIC SOIL | | |
0018 1102.00 9307.000 m2 | 3.75000 34901.25| 3.00000 27921.00| 3.00000 27921.00
REMOVE ASPHALT SURFACE | | |
0019 1136.08 122.000 m3 | 5.00000 610.00| 6.00000 732.00| 5.00000 610.00
REMOVE & SALVAGE GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1701.24 427.000 m | 45.00000 19215.00| 45.00000 19215.00| 45.00000 19215.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 756,872.67| $ 757,177.61| $ 750,292.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0021 P200.48 52.000 m | 205.00000 10660.00| 205.00000 10660.00| 205.00000 10660.00
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0022 P277.24 12.500 m | 89.00000 1112.50| 90.00000 1125.00| 89.00000 1112.50
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0023 P277.42 41.000 m | 251.00000 10291.00| 252.00000 10332.00| 251.00000 10291.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0024 P400.24 139.500 m | 73.00000 10183.50| 73.00000 10183.50| 73.00000 10183.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0025 P400.36 34.000 m | 152.00000 5168.00| 152.00000 5168.00| 152.00000 5168.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0026 P420.48 12.000 m | 181.00000 2172.00| 181.00000 2172.00| 181.00000 2172.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,3,4 OR 5 | | |
0027 0030.40 LUMP| 3500.00000 3500.00| 3600.00000 3600.00| 3500.00000 3500.00
MOBILIZATION | | |
0028 4050.01 448.000 m3 | 18.00000 8064.00| 18.00000 8064.00| 18.00000 8064.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0029 4100.06 2.200 m3 | 900.00000 1980.00| 920.00000 2024.00| 900.00000 1980.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0030 4150.00 192.000 kg | 2.35000 451.20| 2.50000 480.00| 2.35000 451.20
REINFORCING STEEL FOR HEADWALL | | |
0031 4310.24 18.000 EACH| 96.00000 1728.00| 96.00000 1728.00| 96.00000 1728.00
600 mm FLARED-END SECTION | | |
0032 4310.36 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 300.00000 1200.00
900 mm FLARED-END SECTION | | |
0033 4310.48 2.000 EACH| 652.00000 1304.00| 652.00000 1304.00| 652.00000 1304.00
1200 mm FLARED-END SECTION | | |
0034 4320.24 2.000 EACH| 96.00000 192.00| 96.00000 192.00| 96.00000 192.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4320.42 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0036 4320.48 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 61,206.20| $ 61,432.50| $ 61,206.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 246+19.45
TRIPLE 1.8 m X 1.2 m CONCRETE BOX CULVERT
| | |
0037 0030.40 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| 2500.00000 2500.00
MOBILIZATION | | |
0038 4044.00 1.000 EACH| 4215.00000 4215.00| 4250.00000 4250.00| 4215.00000 4215.00
PREPARATION OF STRUCTURE AT STA. | | |
246+19.45 | | |
0039 4051.01 30.000 m3 | 21.00000 630.00| 22.00000 660.00| 21.00000 630.00
EXCAVATION FOR BOX CULVERTS | | |
0040 4101.06 51.240 m3 | 419.89000 21515.16| 420.00000 21520.80| 419.89000 21515.16
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0041 4151.00 2917.000 kg | 1.68000 4900.56| 1.70000 4958.90| 1.68000 4900.56
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 33,760.72| $ 33,989.70| $ 33,760.72
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CULVERT AT STA. 259+30.027
TRIPLE 1.8 m X 1.2 m CONCRETE BOX CULVERT
| | |
0042 0030.40 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| 2500.00000 2500.00
MOBILIZATION | | |
0043 4044.00 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00
PREPARATION OF STRUCTURE AT STA. | | |
259+30.027 | | |
0044 4051.01 61.000 m3 | 19.00000 1159.00| 21.00000 1281.00| 19.00000 1159.00
EXCAVATION FOR BOX CULVERTS | | |
0045 4101.06 57.120 m3 | 419.00000 23933.28| 420.00000 23990.40| 419.00000 23933.28
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0046 4151.00 3329.000 kg | 1.19000 3961.51| 1.20000 3994.80| 1.19000 3961.51
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 35,053.79| $ 35,366.20| $ 35,053.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CULVERT AT STA. 283+69.276
TWIN 3.0 m X 1.8 m CONCRETE BOX CULVERT
| | |
0047 0030.40 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| 2500.00000 2500.00
MOBILIZATION | | |
0048 4044.00 1.000 EACH| 3980.00000 3980.00| 4000.00000 4000.00| 3980.00000 3980.00
PREPARATION OF STRUCTURE AT STA. | | |
283+69.276 | | |
0049 4051.01 55.000 m3 | 18.00000 990.00| 19.00000 1045.00| 18.00000 990.00
EXCAVATION FOR BOX CULVERTS | | |
0050 4101.06 65.640 m3 | 419.00000 27503.16| 420.00000 27568.80| 419.00000 27503.16
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0051 4151.00 4046.000 kg | 1.19000 4814.74| 1.20000 4855.20| 1.19000 4814.74
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 39,787.90| $ 40,069.00| $ 39,787.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0052 A001.10 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 350.00000 350.00
PULL BOX, TYPE PB-4 | | |
0053 A009.14 3.000 EACH| 1800.00000 5400.00| 1800.00000 5400.00| 1800.00000 5400.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0054 A020.10 1.000 EACH| 454.00000 454.00| 454.00000 454.00| 454.00000 454.00
LIGHTING CONTROL CENTER, TYPE D | | |
0055 A070.10 71.000 m | 7.50000 532.50| 7.50000 532.50| 7.50000 532.50
38 mm CONDUIT IN TRENCH | | |
0056 A074.12 33.000 m | 45.00000 1485.00| 45.00000 1485.00| 45.00000 1485.00
38 mm CONDUIT, JACKED | | |
0057 A080.22 104.000 m | 2.10000 218.40| 2.10000 218.40| 2.10000 218.40
STREET LIGHTING CABLE, NO. 6 BARE | | |
0058 A080.24 208.000 m | 2.40000 499.20| 2.40000 499.20| 2.40000 499.20
STREET LIGHTING CABLE, NO. 6 USE | | |
0059 0030.81 LUMP| 1750.00000 1750.00| 1600.00000 1600.00| 1559.00000 1559.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 10,689.10| $ 10,539.10| $ 10,498.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0060 P402.15 83.100 m | 132.00000 10969.20| 133.00000 11052.30| 144.00000 11966.40
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0061 0002.55 395.380 StaM| 23.00000 9093.74| 19.90000 7868.06| 19.15000 7571.53
OVERLAY BROKEN LINES | | |
0062 0002.60 790.760 StaM| 26.00000 20559.76| 19.90000 15736.12| 19.20000 15182.59
OVERLAY SOLID LINES | | |
0063 0030.90 LUMP| 68000.00000 68000.00| 100000.00000 100000.00| 66500.00000 66500.00
MOBILIZATION | | |
0064 1020.03 104.000 EACH| 11.50000 1196.00| 16.00000 1664.00| 15.25000 1586.00
DELINEATOR, TYPE III | | |
0065 1020.20 47.000 EACH| 17.50000 822.50| 22.00000 1034.00| 22.85000 1073.95
INSTALL CHEVRONS | | |
0066 2001.00 1400.000 m3 | 18.00000 25200.00| 16.25000 22750.00| 19.60000 27440.00
GRAVEL SURFACE COURSE | | |
0067 2005.50 2890.000 m3 | 7.50000 21675.00| 7.50000 21675.00| 8.15000 23553.50
CLAY SURFACE COURSE | | |
0068 2009.10 18.867 StaM| 450.00000 8490.15| 300.00000 5660.10| 490.00000 9244.83
GRAVEL EMBEDMENT | | |
0069 2020.00 104.000 m2 | 7.50000 780.00| 5.00000 520.00| 3.90000 405.60
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0070 2021.00 6.000 EACH| 50.00000 300.00| 50.00000 300.00| 50.00000 300.00
MAILBOX POST | | |
0071 4024.55 37.600 m | 150.00000 5640.00| 150.00000 5640.00| 164.00000 6166.40
FLUME SPILLWAY | | |
0072 4024.70 8.000 EACH| 1900.00000 15200.00| 1900.00000 15200.00| 2075.00000 16600.00
CONCRETE FLUME, TYPE I | | |
0073 4024.73 6.000 EACH| 1700.00000 10200.00| 1700.00000 10200.00| 1850.00000 11100.00
CONCRETE FLUME, TYPE IV | | |
0074 8022.00 480.000 Mg | 121.00000 58080.00| 122.00000 58560.00| 131.75000 63240.00
HYDRATED LIME | | |
0075 8110.50 188.010 StaM| 1300.00000 244413.00| 1300.00000 244413.00| 1415.00000 266034.15
HYDRATED LIME SLURRY STABILIZATION | | |
0076 9000.75 100.000 Mg | 16.61000 1661.00| 16.50000 1650.00| 17.80000 1780.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP1(9.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0077 9005.00 380.000 Mg | 26.61000 10111.80| 19.75000 7505.00| 23.25000 8835.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(9.5) | | |
0078 9005.26 29680.000 Mg | 16.61000 492984.80| 18.50000 549080.00| 17.80000 528304.00
ASPHALTIC CONCRETE, TYPE SP1(9.5) | | |
0079 9009.00 3876.000 m2 | 2.50000 9690.00| 1.70000 6589.20| 2.00000 7752.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0080 9020.91 5.400 Mg | 204.00000 1101.60| 205.00000 1107.00| 215.00000 1161.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0081 9021.01 1623.240 Mg | 204.00000 331140.96| 205.00000 332764.20| 215.00000 348996.60
PERFORMANCE GRADED BINDER (64-22) | | |
0082 9030.00 1555.000 m | 6.66000 10356.30| 5.00000 7775.00| 5.75000 8941.25
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0083 9034.00 703.000 m2 | 2.50000 1757.50| 5.00000 3515.00| 2.40000 1687.20
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0084 9052.15 482070.000 L | 0.22500 108465.75| 0.23000 110876.10| 0.25000 120517.50
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0085 9053.00 113770.000 L | 0.26000 29580.20| 0.25000 28442.50| 0.21000 23891.70
TACK COAT | | |
0086 9111.00 1353.000 kL | 2.00000 2706.00| 2.00000 2706.00| 2.60000 3517.80
WATER | | |
0087 9170.00 401.001 StaM| 180.00000 72180.18| 50.00000 20050.05| 196.00000 78596.20
EARTH SHOULDER CONSTRUCTION | | |
0088 9173.00 16.123 StaM| 450.00000 7255.35| 700.00000 11286.10| 490.00000 7900.27
SUBGRADE PREPARATION | | |
0089 9173.15 376.021 StaM| 25.00000 9400.53| 25.00000 9400.53| 99.00000 37226.08
TRENCHED WIDENING | | |
0090 9300.50 20.050 LS | 6000.00000 6000.00| 3500.00000 3500.00| 4500.00000 4500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,595,011.32| $ 1,618,519.26| $ 1,711,571.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0091 0001.08 51750.000 BDAY| 0.50000 25875.00| 0.50000 25875.00| 0.50000 25875.00
BARRICADE, TYPE II | | |
0092 0001.10 1210.000 BDAY| 2.50000 3025.00| 3.00000 3630.00| 4.10000 4961.00
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(1) 0083 |(2) 0477 |(3) 2252
|WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0093 0001.30 520.000 LDAY| 2.50000 1300.00| 3.00000 1560.00| 4.90000 2548.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0094 0001.75 1410.000 EACH| 5.50000 7755.00| 5.00000 7050.00| 6.50000 9165.00
TEMPORARY SIGN DAY | | |
0095 0001.90 11050.000 EACH| 0.50000 5525.00| 0.70000 7735.00| 0.76000 8398.00
SIGN DAY | | |
0096 0002.30 700.000 m | 2.80000 1960.00| 1.50000 1050.00| 3.25000 2275.00
PAVEMENT MARKING REMOVAL | | |
0097 0002.38 700.000 m | 2.30000 1610.00| 1.50000 1050.00| 3.25000 2275.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0098 0003.10 130.000 DAY | 175.00000 22750.00| 220.00000 28600.00| 185.00000 24050.00
FLAGGING | | |
0099 0003.20 50.000 DAY | 275.00000 13750.00| 350.00000 17500.00| 255.00000 12750.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0100 0010.04 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| 2000.00000 2000.00
FIELD OFFICE | | |
0101 0030.00 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| 4500.00000 4500.00
MOBILIZATION | | |
0102 1017.00 19.769 LS | 35000.00000 35000.00| 35000.00000 35000.00| 37800.00000 37800.00
CONSTRUCTION STAKING AND SURVEYING | | |
0103 9110.01 60.000 HOUR| 65.00000 3900.00| 55.00000 3300.00| 47.00000 2820.00
RENTAL OF LOADER, FULLY OPERATED | | |
0104 9110.02 60.000 HOUR| 60.00000 3600.00| 55.00000 3300.00| 47.00000 2820.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0105 9110.03 60.000 HOUR| 50.00000 3000.00| 40.00000 2400.00| 41.00000 2460.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0106 9110.07 60.000 HOUR| 45.00000 2700.00| 30.00000 1800.00| 32.00000 1920.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0107 9110.09 5.000 HOUR| 125.00000 625.00| 65.00000 325.00| 110.00000 550.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 138,875.00| $ 152,675.00| $ 147,167.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,671,256.70| $ 2,709,768.37| $ 2,789,337.68
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.01 5774.700 m2 | 6.00000 34648.20| 6.11000 35283.42|
EROSION CONTROL, TYPE A | | |
0002 L020.20 2300.000 m2 | 0.60000 1380.00| 0.61000 1403.00|
SLOPE PROTECTION NETTING | | |
0003 L021.01 91.000 BALE| 25.00000 2275.00| 25.45000 2315.95|
EROSION CHECKS, TYPE A | | |
0004 L022.25 170.000 m | 11.50000 1955.00| 11.71000 1990.70|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0005 L030.75 5993.000 m3 | 7.58000 45426.94| 7.63000 45726.59|
MANURE TOPDRESSING | | |
0006 P300.24 69.500 m | 65.65000 4562.68| 66.16000 4598.12|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0007 0030.10 LUMP| 12428.00000 12428.00| 9772.03000 9772.03|
MOBILIZATION | | |
0008 1000.00 15.000 EACH| 151.50000 2272.50| 152.69000 2290.35|
LARGE TREE REMOVAL | | |
0009 1009.00 LUMP| 8080.00000 8080.00| 8143.35000 8143.35|
GENERAL CLEARING AND GRUBBING | | |
0010 1010.00 162496.000 m3 | 1.89000 307117.44| 1.90000 308742.40|
EXCAVATION | | |
0011 1010.01 23193.000 m3 | 2.02000 46849.86| 2.04000 47313.72|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1011.00 1415.000 kL | 1.42000 2009.30| 1.43000 2023.45|
WATER | | |
0013 1012.00 240.000 EACH| 70.70000 16968.00| 71.25000 17100.00|
RIGHT-OF-WAY MARKERS | | |
0014 1040.00 450000.000 m2 | 0.30000 135000.00| 0.31000 139500.00|
SLOPE PROTECTION | | |
0015 1040.05 7352.000 m2 | 0.20000 1470.40| 0.20000 1470.40|
TEMPORARY SLOPE PROTECTION | | |
0016 1040.06 495.000 Mg | 110.00000 54450.00| 111.97000 55425.15|
SLOPE PROTECTION MULCH | | |
0017 1042.00 29653.000 m2 | 1.12000 33211.36| 1.12000 33211.36|
SALVAGING AND PLACING HYDRIC SOIL | | |
0018 1102.00 9307.000 m2 | 4.91000 45697.37| 2.77000 25780.39|
REMOVE ASPHALT SURFACE | | |
0019 1136.08 122.000 m3 | 5.05000 616.10| 5.09000 620.98|
REMOVE & SALVAGE GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1701.24 427.000 m | 45.45000 19407.15| 45.81000 19560.87|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 775,825.30| $ 762,272.23|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0021 P200.48 52.000 m | 207.05000 10766.60| 208.67000 10850.84|
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0022 P277.24 12.500 m | 89.89000 1123.63| 90.59000 1132.38|
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0023 P277.42 41.000 m | 253.51000 10393.91| 255.50000 10475.50|
1050 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0024 P400.24 139.500 m | 73.73000 10285.34| 74.31000 10366.25|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0025 P400.36 34.000 m | 153.52000 5219.68| 154.72000 5260.48|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0026 P420.48 12.000 m | 182.81000 2193.72| 184.24000 2210.88|
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,3,4 OR 5 | | |
0027 0030.40 LUMP| 3535.00000 3535.00| 3562.72000 3562.72|
MOBILIZATION | | |
0028 4050.01 448.000 m3 | 18.18000 8144.64| 18.32000 8207.36|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0029 4100.06 2.200 m3 | 909.00000 1999.80| 916.13000 2015.49|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0030 4150.00 192.000 kg | 2.37000 455.04| 2.39000 458.88|
REINFORCING STEEL FOR HEADWALL | | |
0031 4310.24 18.000 EACH| 96.96000 1745.28| 97.72000 1758.96|
600 mm FLARED-END SECTION | | |
0032 4310.36 4.000 EACH| 303.00000 1212.00| 305.38000 1221.52|
900 mm FLARED-END SECTION | | |
0033 4310.48 2.000 EACH| 658.52000 1317.04| 663.68000 1327.36|
1200 mm FLARED-END SECTION | | |
0034 4320.24 2.000 EACH| 96.96000 193.92| 97.72000 195.44|
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4320.42 4.000 EACH| 505.00000 2020.00| 508.96000 2035.84|
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0036 4320.48 2.000 EACH| 606.00000 1212.00| 610.75000 1221.50|
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 61,817.60| $ 62,301.40|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 246+19.45
TRIPLE 1.8 m X 1.2 m CONCRETE BOX CULVERT
| | |
0037 0030.40 LUMP| 2525.00000 2525.00| 2544.80000 2544.80|
MOBILIZATION | | |
0038 4044.00 1.000 EACH| 4257.15000 4257.15| 4290.53000 4290.53|
PREPARATION OF STRUCTURE AT STA. | | |
246+19.45 | | |
0039 4051.01 30.000 m3 | 21.21000 636.30| 21.38000 641.40|
EXCAVATION FOR BOX CULVERTS | | |
0040 4101.06 51.240 m3 | 424.09000 21730.37| 427.41000 21900.49|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0041 4151.00 2917.000 kg | 1.70000 4958.90| 1.71000 4988.07|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 34,107.72| $ 34,365.29|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CULVERT AT STA. 259+30.027
TRIPLE 1.8 m X 1.2 m CONCRETE BOX CULVERT
| | |
0042 0030.40 LUMP| 2525.00000 2525.00| 2544.80000 2544.80|
MOBILIZATION | | |
0043 4044.00 1.000 EACH| 3535.00000 3535.00| 3562.72000 3562.72|
PREPARATION OF STRUCTURE AT STA. | | |
259+30.027 | | |
0044 4051.01 61.000 m3 | 19.19000 1170.59| 19.34000 1179.74|
EXCAVATION FOR BOX CULVERTS | | |
0045 4101.06 57.120 m3 | 423.19000 24172.61| 426.51000 24362.25|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0046 4151.00 3329.000 kg | 1.21000 4028.09| 1.21000 4028.09|
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 35,431.29| $ 35,677.60|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CULVERT AT STA. 283+69.276
TWIN 3.0 m X 1.8 m CONCRETE BOX CULVERT
| | |
0047 0030.40 LUMP| 2525.00000 2525.00| 2544.80000 2544.80|
MOBILIZATION | | |
0048 4044.00 1.000 EACH| 4019.80000 4019.80| 4051.32000 4051.32|
PREPARATION OF STRUCTURE AT STA. | | |
283+69.276 | | |
0049 4051.01 55.000 m3 | 18.18000 999.90| 18.32000 1007.60|
EXCAVATION FOR BOX CULVERTS | | |
0050 4101.06 65.640 m3 | 423.19000 27778.19| 426.51000 27996.12|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0051 4151.00 4046.000 kg | 1.21000 4895.66| 1.21000 4895.66|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 40,218.55| $ 40,495.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0052 A001.10 1.000 EACH| 350.00000 350.00| 356.27000 356.27|
PULL BOX, TYPE PB-4 | | |
0053 A009.14 3.000 EACH| 1800.00000 5400.00| 1832.25000 5496.75|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0054 A020.10 1.000 EACH| 454.00000 454.00| 462.14000 462.14|
LIGHTING CONTROL CENTER, TYPE D | | |
0055 A070.10 71.000 m | 7.50000 532.50| 7.63000 541.73|
38 mm CONDUIT IN TRENCH | | |
0056 A074.12 33.000 m | 45.00000 1485.00| 45.81000 1511.73|
38 mm CONDUIT, JACKED | | |
0057 A080.22 104.000 m | 2.10000 218.40| 2.14000 222.56|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0058 A080.24 208.000 m | 2.40000 499.20| 2.44000 507.52|
STREET LIGHTING CABLE, NO. 6 USE | | |
0059 0030.81 LUMP| 1689.00000 1689.00| 1488.32000 1488.32|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 10,628.10| $ 10,587.02|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0060 P402.15 83.100 m | 132.00000 10969.20| 134.37000 11166.15|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0061 0002.55 395.380 StaM| 18.69000 7389.65| 18.83000 7445.01|
OVERLAY BROKEN LINES | | |
0062 0002.60 790.760 StaM| 18.69000 14779.30| 18.83000 14890.01|
OVERLAY SOLID LINES | | |
0063 0030.90 LUMP| 108611.76000 108611.76| 68425.53000 68425.53|
MOBILIZATION | | |
0064 1020.03 104.000 EACH| 8.08000 840.32| 8.14000 846.56|
DELINEATOR, TYPE III | | |
0065 1020.20 47.000 EACH| 18.69000 878.43| 18.83000 885.01|
INSTALL CHEVRONS | | |
0066 2001.00 1400.000 m3 | 18.18000 25452.00| 18.32000 25648.00|
GRAVEL SURFACE COURSE | | |
0067 2005.50 2890.000 m3 | 7.58000 21906.20| 7.63000 22050.70|
CLAY SURFACE COURSE | | |
0068 2009.10 18.867 StaM| 454.50000 8575.05| 458.06000 8642.22|
GRAVEL EMBEDMENT | | |
0069 2020.00 104.000 m2 | 3.60000 374.40| 4.87000 506.48|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0070 2021.00 6.000 EACH| 50.50000 303.00| 50.90000 305.40|
MAILBOX POST | | |
0071 4024.55 37.600 m | 150.00000 5640.00| 152.69000 5741.14|
FLUME SPILLWAY | | |
0072 4024.70 8.000 EACH| 1900.00000 15200.00| 1934.05000 15472.40|
CONCRETE FLUME, TYPE I | | |
0073 4024.73 6.000 EACH| 1700.00000 10200.00| 1730.46000 10382.76|
CONCRETE FLUME, TYPE IV | | |
0074 8022.00 480.000 Mg | 121.00000 58080.00| 123.17000 59121.60|
HYDRATED LIME | | |
0075 8110.50 188.010 StaM| 1300.00000 244413.00| 1323.30000 248793.63|
HYDRATED LIME SLURRY STABILIZATION | | |
0076 9000.75 100.000 Mg | 19.68000 1968.00| 20.01000 2001.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP1(9.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0077 9005.00 380.000 Mg | 55.58000 21120.40| 44.00000 16720.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(9.5) | | |
0078 9005.26 29680.000 Mg | 19.94000 591819.20| 21.79000 646727.20|
ASPHALTIC CONCRETE, TYPE SP1(9.5) | | |
0079 9009.00 3876.000 m2 | 2.75000 10659.00| 3.40000 13178.40|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0080 9020.91 5.400 Mg | 200.46000 1082.48| 200.11000 1080.59|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0081 9021.01 1623.240 Mg | 200.46000 325394.69| 200.11000 324826.56|
PERFORMANCE GRADED BINDER (64-22) | | |
0082 9030.00 1555.000 m | 9.75000 15161.25| 5.01000 7790.55|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0083 9034.00 703.000 m2 | 3.00000 2109.00| 1.08000 759.24|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0084 9052.15 482070.000 L | 0.23000 110876.10| 0.23000 110876.10|
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0085 9053.00 113770.000 L | 0.21000 23891.70| 0.21000 23891.70|
TACK COAT | | |
0086 9111.00 1353.000 kL | 1.00000 1353.00| 2.69000 3639.57|
WATER | | |
0087 9170.00 401.001 StaM| 181.80000 72901.98| 183.23000 73475.41|
EARTH SHOULDER CONSTRUCTION | | |
0088 9173.00 16.123 StaM| 454.50000 7327.90| 458.06000 7385.30|
SUBGRADE PREPARATION | | |
0089 9173.15 376.021 StaM| 25.00000 9400.53| 25.45000 9569.73|
TRENCHED WIDENING | | |
0090 9300.50 20.050 LS | 4500.00000 4500.00| 4071.68000 4071.68|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,733,177.54| $ 1,746,315.63|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0091 0001.08 51750.000 BDAY| 0.50000 25875.00| 0.50000 25875.00|
BARRICADE, TYPE II | | |
0092 0001.10 1210.000 BDAY| 2.02000 2444.20| 2.04000 2468.40|
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F31 CONTRACT ID : 8635 COUNTIES : GARFIELD HOLT
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 8
PROJECT(S) : EACSTPD-11-4(111)
====================================================================================================================================
|(4) 0875 |(5) 1661 |
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0093 0001.30 520.000 LDAY| 2.27000 1180.40| 2.29000 1190.80|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0094 0001.75 1410.000 EACH| 2.53000 3567.30| 2.54000 3581.40|
TEMPORARY SIGN DAY | | |
0095 0001.90 11050.000 EACH| 0.26000 2873.00| 0.25000 2762.50|
SIGN DAY | | |
0096 0002.30 700.000 m | 1.01000 707.00| 1.02000 714.00|
PAVEMENT MARKING REMOVAL | | |
0097 0002.38 700.000 m | 1.67000 1169.00| 1.68000 1176.00|
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0098 0003.10 130.000 DAY | 195.00000 25350.00| 177.35000 23055.50|
FLAGGING | | |
0099 0003.20 50.000 DAY | 295.00000 14750.00| 219.24000 10962.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0100 0010.04 1.000 EACH| 2500.00000 2500.00| 1526.88000 1526.88|
FIELD OFFICE | | |
0101 0030.00 LUMP| 15328.00000 15328.00| 28037.08000 28037.08|
MOBILIZATION | | |
0102 1017.00 19.769 LS | 36000.00000 36000.00| 35340.89000 35340.89|
CONSTRUCTION STAKING AND SURVEYING | | |
0103 9110.01 60.000 HOUR| 65.00000 3900.00| 42.32000 2539.20|
RENTAL OF LOADER, FULLY OPERATED | | |
0104 9110.02 60.000 HOUR| 65.00000 3900.00| 38.66000 2319.60|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0105 9110.03 60.000 HOUR| 55.00000 3300.00| 34.32000 2059.20|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0106 9110.07 60.000 HOUR| 50.00000 3000.00| 30.36000 1821.60|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0107 9110.09 5.000 HOUR| 95.00000 475.00| 61.08000 305.40|
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 146,318.90| $ 145,735.45|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,837,525.00| $ 2,837,750.12|
====================================================================================================================================