|
Contract Letting September 20, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 DISTRICT : 4
PROJECT(S) : S-L93B(1004)
CONTRACT DESCRIPTION : ON L93B IN WACO.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2252 PAULSEN, INC. $ 857,029.49 100.0000%
2 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 905,805.01 105.6912%
3 2966 TCW CONSTRUCTION, INC. $ 933,509.00 108.9237%
4 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 967,575.63 112.8987%
5 0083 WERNER CONSTRUCTION, INC. $ 1,017,115.24 118.6791%
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(1) 2252 |(2) 1613 |(3) 2966
|PAULSEN, INC. |COLLINS CONTRACTING COMPANY,|TCW 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 L020.03 779.800 m2 | 3.25000 2534.35| 3.11000 2425.18| 3.05000 2378.39
EROSION CONTROL, TYPE C | | |
0002 L020.09 698.000 m2 | 13.00000 9074.00| 12.44000 8683.12| 19.00000 13262.00
EROSION CONTROL, TYPE AAA | | |
0003 0030.10 LUMP| 10000.00000 10000.00| 7780.00000 7780.00| 6500.00000 6500.00
MOBILIZATION | | |
0004 1009.00 LUMP| 5500.00000 5500.00| 5180.00000 5180.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 4948.000 m3 | 7.50000 37110.00| 8.29000 41018.92| 8.67000 42899.16
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 4.000 kL | 5.00000 20.00| 1.00000 4.00| 3.00000 12.00
WATER | | |
0007 1101.00 178.000 m2 | 14.00000 2492.00| 5.40000 961.20| 6.00000 1068.00
REMOVE PAVEMENT | | |
0008 1102.00 7715.000 m2 | 3.75000 28931.25| 2.88000 22219.20| 2.35000 18130.25
REMOVE ASPHALT SURFACE | | |
0009 1107.00 190.000 m2 | 7.00000 1330.00| 5.00000 950.00| 6.00000 1140.00
REMOVE WALK | | |
0010 1108.00 16.000 m | 14.00000 224.00| 9.00000 144.00| 6.00000 96.00
REMOVE COMBINATION CURB AND GUTTER | | |
0011 1130.00 1.000 EACH| 2500.00000 2500.00| 2300.00000 2300.00| 1000.00000 1000.00
REMOVE UNDERGROUND TANK | | |
0012 1701.18 10.000 m | 55.00000 550.00| 51.80000 518.00| 42.00000 420.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 1701.24 37.000 m | 80.00000 2960.00| 63.30000 2342.10| 56.00000 2072.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 103,225.60| $ 94,525.72| $ 91,477.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0014 L001.02 0.270 ha | 5000.00000 1350.00| 5183.62000 1399.58| 8500.00000 2295.00
SEEDING, TYPE B | | |
0015 L010.00 1430.000 m2 | 6.00000 8580.00| 6.22000 8894.60| 5.30000 7579.00
SODDING | | |
0016 L032.75 1.350 Mg | 70.00000 94.50| 72.57000 97.97| 250.00000 337.50
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(1) 2252 |(2) 1613 |(3) 2966
|PAULSEN, INC. |COLLINS CONTRACTING COMPANY,|TCW CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 W600.03 12.000 EACH| 100.00000 1200.00| 96.00000 1152.00| 85.00000 1020.00
ADJUST VALVE BOX TO GRADE | | |
0018 0030.10 LUMP| 22000.00000 22000.00| 8840.00000 8840.00| 19000.00000 19000.00
MOBILIZATION | | |
0019 2010.00 111.000 m3 | 26.00000 2886.00| 50.00000 5550.00| 35.00000 3885.00
CRUSHED ROCK SURFACE COURSE | | |
0020 2021.00 9.000 EACH| 75.00000 675.00| 50.00000 450.00| 80.00000 720.00
MAILBOX POST | | |
0021 3016.21 708.600 m2 | 28.00000 19840.80| 31.70000 22462.62| 30.00000 21258.00
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0022 3020.26 1226.000 m2 | 25.00000 30650.00| 32.00000 39232.00| 33.00000 40458.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0023 3075.41 4849.000 m2 | 31.00000 150319.00| 33.90000 164381.10| 33.50000 162441.50
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0024 3075.45 5035.000 m2 | 33.80000 170183.00| 37.80000 190323.00| 37.80000 190323.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0025 4015.00 3.000 EACH| 120.00000 360.00| 145.00000 435.00| 150.00000 450.00
ADJUST MANHOLE TO GRADE | | |
0026 8029.84 9130.000 m2 | 1.75000 15977.50| 1.97000 17986.10| 3.75000 34237.50
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0027 9111.00 192.000 kL | 1.00000 192.00| 1.00000 192.00| 3.00000 576.00
WATER | | |
0028 9170.00 13.986 StaM| 290.00000 4055.94| 300.00000 4195.80| 450.00000 6293.70
EARTH SHOULDER CONSTRUCTION | | |
0029 9173.20 11045.000 m2 | 0.75000 8283.75| 1.60000 17672.00| 2.20000 24299.00
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 436,647.49| $ 483,263.77| $ 515,173.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0030 P775.24 344.700 m | 150.00000 51705.00| 156.90000 54083.43| 150.00000 51705.00
600 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0031 P775.30 94.000 m | 206.00000 19364.00| 210.00000 19740.00| 204.00000 19176.00
750 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0032 P775.36 54.000 m | 263.00000 14202.00| 265.60000 14342.40| 252.00000 13608.00
900 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(1) 2252 |(2) 1613 |(3) 2966
|PAULSEN, INC. |COLLINS CONTRACTING COMPANY,|TCW CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 P775.48 405.500 m | 410.00000 166255.00| 400.00000 162200.00| 400.00000 162200.00
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0034 0030.40 LUMP| 1845.00000 1845.00| 8250.00000 8250.00| 7000.00000 7000.00
MOBILIZATION | | |
0035 1043.50 40.000 m2 | 4.00000 160.00| 2.00000 80.00| 1.50000 60.00
RIPRAP FILTER FABRIC | | |
0036 4002.00 798.000 kg | 3.50000 2793.00| 3.70000 2952.60| 2.70000 2154.60
CAST IRON COVER AND FRAME | | |
0037 4004.50 898.000 kg | 3.40000 3053.20| 2.70000 2424.60| 1.90000 1706.20
CAST IRON GRATE AND FRAME | | |
0038 4005.00 624.000 kg | 3.50000 2184.00| 3.40000 2121.60| 2.50000 1560.00
CAST IRON RING AND COVER | | |
0039 4016.00 1.000 EACH| 2000.00000 2000.00| 4000.00000 4000.00| 3500.00000 3500.00
MANHOLE AT STA. 11+58.10 RT. | | |
0040 4016.01 1.000 EACH| 2000.00000 2000.00| 3410.00000 3410.00| 3135.00000 3135.00
MANHOLE AT STA, 20+85, 6 m RT. | | |
0041 4016.02 1.000 EACH| 1800.00000 1800.00| 2660.00000 2660.00| 2450.00000 2450.00
MANHOLE AT STA. 21+90, 6 m RT. | | |
0042 4016.03 1.000 EACH| 1800.00000 1800.00| 2630.00000 2630.00| 2115.00000 2115.00
MANHOLE AT STA. 22+47, 6 m RT. | | |
0043 4105.58 67.440 m3 | 500.00000 33720.00| 510.70000 34441.61| 600.00000 40464.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0044 4155.50 2394.000 kg | 1.50000 3591.00| 1.50000 3591.00| 2.20000 5266.80
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0045 4320.24 1.000 EACH| 600.00000 600.00| 770.00000 770.00| 650.00000 650.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0046 4320.48 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 1650.00000 1650.00
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0047 6105.02 21.000 Mg | 42.00000 882.00| 40.00000 840.00| 42.00000 882.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 309,754.20| $ 320,537.24| $ 319,282.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0048 0001.10 1812.000 BDAY| 2.00000 3624.00| 1.45000 2627.40| 1.50000 2718.00
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(1) 2252 |(2) 1613 |(3) 2966
|PAULSEN, INC. |COLLINS CONTRACTING COMPANY,|TCW CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 0001.30 236.000 LDAY| 1.25000 295.00| 1.04000 245.44| 1.05000 247.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0050 0001.90 3472.000 EACH| 0.60000 2083.20| 0.52000 1805.44| 0.55000 1909.60
SIGN DAY | | |
0051 0010.04 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00
FIELD OFFICE | | |
0052 0030.10 LUMP| 400.00000 400.00| 2300.00000 2300.00| 1200.00000 1200.00
MOBILIZATION | | |
SECTION TOTALS | $ 7,402.20| $ 7,478.28| $ 7,575.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 857,029.49| $ 905,805.01| $ 933,509.00
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(4) 3606 |(5) 0083 |
|DOBSON BROTHERS CONSTRUCTION|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 L020.03 779.800 m2 | 3.15000 2456.37| 3.00000 2339.40|
EROSION CONTROL, TYPE C | | |
0002 L020.09 698.000 m2 | 12.60000 8794.80| 12.00000 8376.00|
EROSION CONTROL, TYPE AAA | | |
0003 0030.10 LUMP| 9000.00000 9000.00| 7500.00000 7500.00|
MOBILIZATION | | |
0004 1009.00 LUMP| 5250.00000 5250.00| 5000.00000 5000.00|
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 4948.000 m3 | 8.40000 41563.20| 8.00000 39584.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 4.000 kL | 9.45000 37.80| 3.00000 12.00|
WATER | | |
0007 1101.00 178.000 m2 | 12.60000 2242.80| 12.00000 2136.00|
REMOVE PAVEMENT | | |
0008 1102.00 7715.000 m2 | 3.89000 30011.35| 3.85000 29702.75|
REMOVE ASPHALT SURFACE | | |
0009 1107.00 190.000 m2 | 6.30000 1197.00| 6.00000 1140.00|
REMOVE WALK | | |
0010 1108.00 16.000 m | 12.60000 201.60| 12.00000 192.00|
REMOVE COMBINATION CURB AND GUTTER | | |
0011 1130.00 1.000 EACH| 2625.00000 2625.00| 2500.00000 2500.00|
REMOVE UNDERGROUND TANK | | |
0012 1701.18 10.000 m | 49.75000 497.50| 47.38000 473.80|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 1701.24 37.000 m | 69.30000 2564.10| 66.00000 2442.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 106,441.52| $ 101,397.95|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0014 L001.02 0.270 ha | 5250.00000 1417.50| 5000.00000 1350.00|
SEEDING, TYPE B | | |
0015 L010.00 1430.000 m2 | 6.30000 9009.00| 6.00000 8580.00|
SODDING | | |
0016 L032.75 1.350 Mg | 73.50000 99.23| 70.00000 94.50|
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(4) 3606 |(5) 0083 |
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 W600.03 12.000 EACH| 73.88000 886.56| 450.00000 5400.00|
ADJUST VALVE BOX TO GRADE | | |
0018 0030.10 LUMP| 40000.00000 40000.00| 80000.00000 80000.00|
MOBILIZATION | | |
0019 2010.00 111.000 m3 | 24.45000 2713.95| 32.50000 3607.50|
CRUSHED ROCK SURFACE COURSE | | |
0020 2021.00 9.000 EACH| 52.50000 472.50| 75.00000 675.00|
MAILBOX POST | | |
0021 3016.21 708.600 m2 | 30.60000 21683.16| 31.00000 21966.60|
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0022 3020.26 1226.000 m2 | 39.41000 48316.66| 36.30000 44503.80|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0023 3075.41 4849.000 m2 | 39.14000 189789.86| 38.14000 184940.86|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0024 3075.45 5035.000 m2 | 39.35000 198127.25| 41.73000 210110.55|
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0025 4015.00 3.000 EACH| 181.51000 544.53| 450.00000 1350.00|
ADJUST MANHOLE TO GRADE | | |
0026 8029.84 9130.000 m2 | 2.44000 22277.20| 3.99000 36428.70|
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0027 9111.00 192.000 kL | 4.29000 823.68| 2.50000 480.00|
WATER | | |
0028 9170.00 13.986 StaM| 513.09000 7176.08| 650.00000 9090.90|
EARTH SHOULDER CONSTRUCTION | | |
0029 9173.20 11045.000 m2 | 1.61000 17782.45| 2.50000 27612.50|
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 561,119.61| $ 636,190.91|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0030 P775.24 344.700 m | 129.72000 44714.48| 123.54000 42584.24|
600 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0031 P775.30 94.000 m | 176.14000 16557.16| 167.75000 15768.50|
750 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0032 P775.36 54.000 m | 225.10000 12155.40| 214.38000 11576.52|
900 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(4) 3606 |(5) 0083 |
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 P775.48 405.500 m | 349.99000 141920.95| 333.32000 135161.26|
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0034 0030.40 LUMP| 20000.00000 20000.00| 5500.00000 5500.00|
MOBILIZATION | | |
0035 1043.50 40.000 m2 | 3.68000 147.20| 3.50000 140.00|
RIPRAP FILTER FABRIC | | |
0036 4002.00 798.000 kg | 3.23000 2577.54| 3.08000 2457.84|
CAST IRON COVER AND FRAME | | |
0037 4004.50 898.000 kg | 2.95000 2649.10| 2.81000 2523.38|
CAST IRON GRATE AND FRAME | | |
0038 4005.00 624.000 kg | 3.28000 2046.72| 3.12000 1946.88|
CAST IRON RING AND COVER | | |
0039 4016.00 1.000 EACH| 1884.75000 1884.75| 1795.00000 1795.00|
MANHOLE AT STA. 11+58.10 RT. | | |
0040 4016.01 1.000 EACH| 1842.75000 1842.75| 1755.00000 1755.00|
MANHOLE AT STA, 20+85, 6 m RT. | | |
0041 4016.02 1.000 EACH| 1769.25000 1769.25| 1685.00000 1685.00|
MANHOLE AT STA. 21+90, 6 m RT. | | |
0042 4016.03 1.000 EACH| 1706.25000 1706.25| 1625.00000 1625.00|
MANHOLE AT STA. 22+47, 6 m RT. | | |
0043 4105.58 67.440 m3 | 473.55000 31936.21| 451.00000 30415.44|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0044 4155.50 2394.000 kg | 1.34000 3207.96| 1.28000 3064.32|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0045 4320.24 1.000 EACH| 532.35000 532.35| 507.00000 507.00|
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0046 4320.48 1.000 EACH| 1646.40000 1646.40| 1568.00000 1568.00|
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0047 6105.02 21.000 Mg | 38.85000 815.85| 37.00000 777.00|
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 288,110.32| $ 260,850.38|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0048 0001.10 1812.000 BDAY| 1.47000 2663.64| 4.25000 7701.00|
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N09 CONTRACT ID : 4894 COUNTIES : YORK
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : S-L93B(1004)
====================================================================================================================================
|(4) 3606 |(5) 0083 |
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 0001.30 236.000 LDAY| 1.05000 247.80| 4.25000 1003.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0050 0001.90 3472.000 EACH| 0.53000 1840.16| 1.00000 3472.00|
SIGN DAY | | |
0051 0010.04 1.000 EACH| 2152.58000 2152.58| 1500.00000 1500.00|
FIELD OFFICE | | |
0052 0030.10 LUMP| 5000.00000 5000.00| 5000.00000 5000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 11,904.18| $ 18,676.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 967,575.63| $ 1,017,115.24|
====================================================================================================================================