|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 DISTRICT : 4
PROJECT(S) : S-30-4(1019)
CONTRACT DESCRIPTION :
ON US-30 EAST OF GRAND ISLAND.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 2,455,189.41 100.0000%
2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,553,929.58 104.0216%
3 2252 PAULSEN, INC. $ 2,678,795.58 109.1074%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|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 L006.00 9.000 ha | 205.00000 1845.00| 204.00000 1836.00| 100.00000 900.00
COVER CROP SEEDING | | |
0002 P300.24 18.500 m | 67.00000 1239.50| 68.34000 1264.29| 75.00000 1387.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0003 0030.10 LUMP| 18000.00000 18000.00| 18360.00000 18360.00| 40000.00000 40000.00
MOBILIZATION | | |
0004 1000.00 28.000 EACH| 275.00000 7700.00| 280.50000 7854.00| 300.00000 8400.00
LARGE TREE REMOVAL | | |
0005 1009.00 LUMP| 1300.00000 1300.00| 1326.00000 1326.00| 10000.00000 10000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1010.00 14786.000 m3 | 3.71000 54856.06| 3.78000 55891.08| 4.00000 59144.00
EXCAVATION | | |
0007 1010.01 2333.000 m3 | 1.88000 4386.04| 1.92000 4479.36| 2.50000 5832.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1010.10 12331.000 m3 | 6.38000 78671.78| 6.51000 80274.81| 6.50000 80151.50
EXCAVATION, BORROW | | |
0009 1011.00 1258.000 kL | 1.15000 1446.70| 1.17000 1471.86| 1.15000 1446.70
WATER | | |
0010 1012.00 36.000 EACH| 59.00000 2124.00| 60.18000 2166.48| 60.00000 2160.00
RIGHT-OF-WAY MARKERS | | |
0011 1041.00 39830.000 m2 | 0.97000 38635.10| 0.99000 39431.70| 1.10000 43813.00
SALVAGING AND PLACING TOPSOIL | | |
0012 1090.00 2.000 EACH| 1500.00000 3000.00| 1530.00000 3060.00| 2000.00000 4000.00
ABANDON WELLS | | |
0013 1101.00 15432.000 m2 | 2.20000 33950.40| 2.24000 34567.68| 3.00000 46296.00
REMOVE PAVEMENT | | |
0014 1102.00 3493.000 m2 | 2.20000 7684.60| 2.24000 7824.32| 3.00000 10479.00
REMOVE ASPHALT SURFACE | | |
0015 1106.00 1285.000 m2 | 2.50000 3212.50| 2.55000 3276.75| 3.00000 3855.00
REMOVE DRIVEWAY | | |
0016 1122.01 621.000 m2 | 2.10000 1304.10| 2.14000 1328.94| 2.60000 1614.60
REMOVE CONCRETE MEDIAN SURFACING | | |
0017 1124.00 1.000 EACH| 7020.00000 7020.00| 7160.40000 7160.40| 8600.00000 8600.00
REMOVE BUILDING AT STA. 108+30 RT. | | |
0018 1124.01 1.000 EACH| 100.00000 100.00| 102.00000 102.00| 125.00000 125.00
REMOVE BUILDING AT STA. 113+32 LT. | | |
0019 1124.02 1.000 EACH| 9995.00000 9995.00| 10194.90000 10194.90| 11000.00000 11000.00
REMOVE BUILDING AT STA. 114+00 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1124.03 1.000 EACH| 10.00000 10.00| 10.20000 10.20| 10.00000 10.00
REMOVE BUILDING AT STA. 118+77 RT. | | |
0021 1125.00 1.000 EACH| 1700.00000 1700.00| 1734.00000 1734.00| 2000.00000 2000.00
CLEAR TRACT AT STA. 108+10 TO 108+50 RT.| | |
0022 1125.01 1.000 EACH| 1700.00000 1700.00| 1734.00000 1734.00| 2000.00000 2000.00
CLEAR TRACT AT STA. 113+90 TO 114+12 RT.| | |
0023 1125.02 1.000 EACH| 10.00000 10.00| 10.20000 10.20| 12.00000 12.00
CLEAR TRACT AT STA. 118+72 TO 118+82 RT.| | |
0024 1701.18 37.000 m | 48.00000 1776.00| 48.96000 1811.52| 60.00000 2220.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 1701.24 23.000 m | 56.00000 1288.00| 57.12000 1313.76| 70.00000 1610.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
SECTION TOTALS | $ 282,954.78| $ 288,484.25| $ 347,056.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0026 L001.02 3.500 ha | 1031.00000 3608.50| 1051.62000 3680.67| 1700.00000 5950.00
SEEDING, TYPE B | | |
0027 L032.75 16.000 Mg | 90.00000 1440.00| 91.80000 1468.80| 75.00000 1200.00
MULCH | | |
0028 0030.30 LUMP| 82000.00000 82000.00| 150000.00000 150000.00| 120000.00000 120000.00
MOBILIZATION | | |
0029 2001.00 100.000 m3 | 8.95000 895.00| 18.32000 1832.00| 12.00000 1200.00
GRAVEL SURFACE COURSE | | |
0030 3013.11 59.000 m | 70.00000 4130.00| 47.10000 2778.90| 54.00000 3186.00
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0031 3016.21 1309.000 m2 | 28.00000 36652.00| 25.37000 33209.33| 28.00000 36652.00
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0032 3017.40 1644.000 m2 | 29.50000 48498.00| 26.89000 44207.16| 29.00000 47676.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0033 3020.26 880.000 m2 | 33.00000 29040.00| 30.22000 26593.60| 23.00000 20240.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0034 3020.32 379.000 m2 | 35.00000 13265.00| 31.47000 11927.13| 25.00000 9475.00
CONCRETE CLASS 47B-HE-25 DRIVEWAY | | |
0035 3075.42 6701.000 m2 | 33.46000 224215.46| 31.45000 210746.45| 29.00000 194329.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0036 3075.46 26655.000 m2 | 33.33000 888411.15| 32.68000 871085.40| 31.50000 839632.50
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 3089.25 890.000 m2 | 32.48000 28907.20| 27.54000 24510.60| 47.00000 41830.00
TEMPORARY SURFACING 200 mm | | |
0038 3091.25 1214.000 m2 | 38.12000 46277.68| 38.62000 46884.68| 35.00000 42490.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-25 | | |
0039 3300.65 18.000 EACH| 50.00000 900.00| 97.12000 1748.16| 100.00000 1800.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0040 7502.04 670.000 m | 6.00000 4020.00| 6.12000 4100.40| 6.00000 4020.00
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0041 7503.04 1410.000 m | 6.20000 8742.00| 6.32000 8911.20| 6.20000 8742.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0042 7509.04 84.000 m | 16.85000 1415.40| 17.19000 1443.96| 17.00000 1428.00
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0043 8029.10 34610.000 m2 | 3.35000 115943.50| 4.25000 147092.50| 5.25000 181702.50
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0044 9005.25 1550.000 Mg | 42.30000 65565.00| 32.01000 49615.50| 50.00000 77500.00
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0045 9005.45 230.000 Mg | 48.90000 11247.00| 39.69000 9128.70| 65.00000 14950.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0046 9009.00 219.000 m2 | 4.00000 876.00| 5.10000 1116.90| 45.00000 9855.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0047 9021.01 96.120 Mg | 180.00000 17301.60| 200.00000 19224.00| 200.00000 19224.00
PERFORMANCE GRADED BINDER (64-22) | | |
0048 9053.00 1950.000 L | 0.26000 507.00| 0.28000 546.00| 0.40000 780.00
TACK COAT | | |
0049 9111.00 719.000 kL | 1.35000 970.65| 1.38000 992.22| 1.35000 970.65
WATER | | |
0050 9170.00 58.899 StaM| 210.00000 12368.79| 211.81000 12475.40| 210.00000 12368.79
EARTH SHOULDER CONSTRUCTION | | |
0051 9173.20 40076.000 m2 | 1.20000 48091.20| 1.36000 54503.36| 1.10000 44083.60
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 1,695,288.13| $ 1,739,823.02| $ 1,741,285.04
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0052 P372.18 21.500 m | 115.00000 2472.50| 112.75000 2424.13| 120.00000 2580.00
450 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 P500.18 14.000 m | 75.00000 1050.00| 84.32000 1180.48| 100.00000 1400.00
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0054 P500.24 44.000 m | 105.00000 4620.00| 114.61000 5042.84| 115.00000 5060.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0055 P700.12 5.000 m | 65.00000 325.00| 71.52000 357.60| 80.00000 400.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0056 P700.18 10.000 m | 85.00000 850.00| 84.32000 843.20| 85.00000 850.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0057 P700.24 356.000 m | 108.00000 38448.00| 114.61000 40801.16| 130.00000 46280.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0058 P700.36 340.000 m | 190.00000 64600.00| 186.33000 63352.20| 220.00000 74800.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0059 P775.24 65.000 m | 190.00000 12350.00| 190.65000 12392.25| 200.00000 13000.00
600 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0060 P775.42 221.000 m | 345.00000 76245.00| 314.19000 69435.99| 370.00000 81770.00
1050 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0061 P775.48 106.300 m | 470.00000 49961.00| 421.50000 44805.45| 450.00000 47835.00
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0062 0030.40 LUMP| 2500.00000 2500.00| 30000.00000 30000.00| 30000.00000 30000.00
MOBILIZATION | | |
0063 1119.00 5.000 EACH| 85.00000 425.00| 127.50000 637.50| 140.00000 700.00
REMOVE INLET | | |
0064 4002.00 1254.000 kg | 3.60000 4514.40| 4.26000 5342.04| 5.00000 6270.00
CAST IRON COVER AND FRAME | | |
0065 4004.50 374.000 kg | 3.20000 1196.80| 6.45000 2412.30| 4.00000 1496.00
CAST IRON GRATE AND FRAME | | |
0066 4035.00 1.000 EACH| 65.00000 65.00| 86.70000 86.70| 100.00000 100.00
REMOVE FLARED-END SECTION | | |
0067 4040.00 1.000 EACH| 90.00000 90.00| 229.50000 229.50| 225.00000 225.00
REMOVE HEADWALLS FROM CULVERTS | | |
0068 4050.01 398.000 m3 | 7.90000 3144.20| 13.38000 5325.24| 15.00000 5970.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0069 4105.59 71.970 m3 | 375.00000 26988.75| 536.52000 38613.34| 600.00000 43182.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0070 4155.50 2225.040 kg | 1.30000 2892.55| 1.89000 4205.33| 2.30000 5117.59
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 4310.12 1.000 EACH| 270.00000 270.00| 311.10000 311.10| 325.00000 325.00
300 mm FLARED-END SECTION | | |
0072 4310.18 4.000 EACH| 380.00000 1520.00| 284.58000 1138.32| 300.00000 1200.00
450 mm FLARED-END SECTION | | |
0073 4310.24 4.000 EACH| 550.00000 2200.00| 303.96000 1215.84| 340.00000 1360.00
600 mm FLARED-END SECTION | | |
0074 4320.18 2.000 EACH| 580.00000 1160.00| 522.24000 1044.48| 600.00000 1200.00
450 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0075 4320.48 1.000 EACH| 1170.00000 1170.00| 1089.36000 1089.36| 1200.00000 1200.00
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 299,058.20| $ 332,286.35| $ 372,320.59
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0076 A001.01 13.000 EACH| 400.00000 5200.00| 408.00000 5304.00| 450.00000 5850.00
PULL BOX, TYPE PB-1 | | |
0077 A001.02 6.000 EACH| 325.00000 1950.00| 331.50000 1989.00| 400.00000 2400.00
PULL BOX, TYPE PB-1A | | |
0078 A001.12 2.000 EACH| 265.00000 530.00| 270.30000 540.60| 280.00000 560.00
PULL BOX, TYPE PB-5 | | |
0079 A001.16 2.000 EACH| 325.00000 650.00| 331.50000 663.00| 350.00000 700.00
PULL BOX, TYPE PB-6 | | |
0080 A004.00 8.000 EACH| 650.00000 5200.00| 663.00000 5304.00| 700.00000 5600.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0081 A004.10 2.000 EACH| 580.00000 1160.00| 591.60000 1183.20| 700.00000 1400.00
TRAFFIC SIGNAL, TYPE TS-1A | | |
0082 A006.15 2.000 EACH| 350.00000 700.00| 357.00000 714.00| 400.00000 800.00
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0083 A006.98 27.000 EACH| 100.00000 2700.00| 102.00000 2754.00| 120.00000 3240.00
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0084 A007.00 17.000 EACH| 125.00000 2125.00| 127.50000 2167.50| 140.00000 2380.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0085 A009.27 28.000 EACH| 1425.00000 39900.00| 1453.50000 40698.00| 1600.00000 44800.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-2.4-0.25 | | |
0086 A012.41 3.000 EACH| 5400.00000 16200.00| 5508.00000 16524.00| 6000.00000 18000.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-15.5-3.0 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0087 A012.93 1.000 EACH| 7165.00000 7165.00| 7308.30000 7308.30| 7300.00000 7300.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-20.0-3.0 | | |
0088 A020.30 2.000 EACH| 1155.00000 2310.00| 1178.10000 2356.20| 1200.00000 2400.00
LIGHTING CONTROL CENTER, TYPE R | | |
0089 A070.10 1705.000 m | 5.60000 9548.00| 5.71000 9735.55| 6.50000 11082.50
38 mm CONDUIT IN TRENCH | | |
0090 A070.14 129.000 m | 6.40000 825.60| 6.53000 842.37| 7.00000 903.00
50 mm CONDUIT IN TRENCH | | |
0091 A072.10 268.000 m | 5.60000 1500.80| 5.71000 1530.28| 6.00000 1608.00
38 mm CONDUIT UNDER ROADWAY | | |
0092 A072.14 73.100 m | 6.40000 467.84| 6.53000 477.34| 7.00000 511.70
50 mm CONDUIT UNDER ROADWAY | | |
0093 A072.18 98.200 m | 11.00000 1080.20| 11.22000 1101.80| 13.00000 1276.60
75 mm CONDUIT UNDER ROADWAY | | |
0094 A077.22 179.600 m | 3.35000 601.66| 3.42000 614.23| 4.00000 718.40
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0095 A079.01 341.000 m | 1.50000 511.50| 1.53000 521.73| 1.75000 596.75
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0096 A079.50 174.000 m | 0.70000 121.80| 0.71000 123.54| 0.80000 139.20
GROUNDING CONDUCTOR | | |
0097 A079.55 60.000 m | 1.50000 90.00| 1.53000 91.80| 1.60000 96.00
SERVICE CABLE | | |
0098 A080.10 3946.000 m | 2.50000 9865.00| 2.55000 10062.30| 3.00000 11838.00
STREET LIGHTING CABLE, NO. 2 USE | | |
0099 A080.13 1973.000 m | 1.30000 2564.90| 1.33000 2624.09| 2.00000 3946.00
STREET LIGHTING CABLE, NO. 4 BARE | | |
0100 A500.20 1.000 EACH| 1865.00000 1865.00| 1902.30000 1902.30| 2000.00000 2000.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0101 0003.75 1.000 EACH| 4660.00000 4660.00| 4753.20000 4753.20| 5000.00000 5000.00
TEMPORARY TRAFFIC SIGNAL | | |
0102 0030.81 LUMP| 3050.00000 3050.00| 12000.00000 12000.00| 10000.00000 10000.00
MOBILIZATION | | |
SECTION TOTALS | $ 122,542.30| $ 133,886.33| $ 145,146.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0103 0001.08 8250.000 BDAY| 0.50000 4125.00| 0.50000 4125.00| 0.50000 4125.00
BARRICADE, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 4058X COUNTIES : HALL
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : S-30-4(1019)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 2252
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0001.10 3262.000 BDAY| 2.00000 6524.00| 1.53000 4990.86| 4.00000 13048.00
BARRICADE, TYPE III | | |
0105 0001.30 460.000 LDAY| 2.00000 920.00| 1.63000 749.80| 2.00000 920.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0106 0001.75 180.000 EACH| 5.50000 990.00| 5.10000 918.00| 6.00000 1080.00
TEMPORARY SIGN DAY | | |
0107 0001.90 5834.000 EACH| 0.50000 2917.00| 0.41000 2391.94| 1.00000 5834.00
SIGN DAY | | |
0108 0002.30 500.000 m | 1.20000 600.00| 1.22000 610.00| 1.30000 650.00
PAVEMENT MARKING REMOVAL | | |
0109 0002.39 7000.000 m | 2.90000 20300.00| 2.91000 20370.00| 3.50000 24500.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0110 0002.47 500.000 m | 1.25000 625.00| 1.12000 560.00| 1.20000 600.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0111 0002.97 216.000 DAY | 20.00000 4320.00| 25.50000 5508.00| 30.00000 6480.00
FLASHING ARROW PANEL | | |
0112 0003.10 50.000 DAY | 175.00000 8750.00| 174.50000 8725.00| 175.00000 8750.00
FLAGGING | | |
0113 0010.04 1.000 EACH| 275.00000 275.00| 5501.03000 5501.03| 2000.00000 2000.00
FIELD OFFICE | | |
0114 0030.00 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 55,346.00| $ 59,449.63| $ 72,987.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,455,189.41| $ 2,553,929.58| $ 2,678,795.58
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