|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : N08 CONTRACT ID : 2963 COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 DISTRICT : 2
PROJECT(S) : MISC-75-3(1014)
CONTRACT DESCRIPTION :
US-75/NEBRASKA STREET IN BLAIR
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2364 TAB HOLDING COMPANY, INC. DBA TAB CONSTRUCTION $ 315,900.00 100.0000%
2 2966 TCW CONSTRUCTION, INC. $ 320,894.93 101.5811%
3 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 332,257.23 105.1779%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N08 CONTRACT ID : 2963 COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : MISC-75-3(1014)
====================================================================================================================================
|(1) 2364 |(2) 2966 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|TCW CONSTRUCTION, INC. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 3895.00000 3895.00| 4100.00000 4100.00| 3800.00000 3800.00
MOBILIZATION | | |
0002 1009.00 LUMP| 6910.00000 6910.00| 1100.00000 1100.00| 1720.00000 1720.00
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 1699.000 CY | 10.00000 16990.00| 6.50000 11043.50| 6.79000 11536.21
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1101.00 772.000 SY | 7.55000 5828.60| 5.40000 4168.80| 5.64000 4354.08
REMOVE PAVEMENT | | |
0005 1101.25 1675.000 LF | 2.50000 4187.50| 2.50000 4187.50| 2.50000 4187.50
SAWING PAVEMENT | | |
0006 1103.00 313.000 SY | 10.85000 3396.05| 11.00000 3443.00| 11.50000 3599.50
REMOVE BRICK SURFACE | | |
0007 1106.00 911.000 SY | 7.55000 6878.05| 5.40000 4919.40| 5.64000 5138.04
REMOVE DRIVEWAY | | |
0008 1107.00 590.000 SY | 0.65000 383.50| 5.40000 3186.00| 5.64000 3327.60
REMOVE WALK | | |
0009 1109.00 66.000 LF | 4.00000 264.00| 4.07000 268.62| 4.26000 281.16
REMOVE CURB | | |
0010 1113.00 2.000 EACH| 165.00000 330.00| 165.00000 330.00| 172.50000 345.00
REMOVE STEP | | |
SECTION TOTALS | $ 49,062.70| $ 36,746.82| $ 38,289.09
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 L010.00 1436.000 SY | 4.30000 6174.80| 5.45000 7826.20| 5.75000 8257.00
SODDING | | |
0012 W600.03 6.000 EACH| 75.00000 450.00| 150.00000 900.00| 145.00000 870.00
ADJUST VALVE BOX TO GRADE | | |
0013 0030.30 LUMP| 14680.00000 14680.00| 11000.00000 11000.00| 17159.00000 17159.00
MOBILIZATION | | |
0014 2010.03 1.000 TON | 47.00000 47.00| 18.00000 18.00| 57.00000 57.00
CRUSHED ROCK SURFACE COURSE | | |
0015 3008.05 426.000 EACH| 6.05000 2577.30| 7.50000 3195.00| 5.70000 2428.20
TIE BARS | | |
0016 3013.07 65.000 LF | 13.70000 890.50| 22.00000 1430.00| 27.00000 1755.00
CONCRETE CLASS 47B-3625 BARRIER CURB, | | |
TYPE I | | |
0017 3016.21 789.000 SY | 23.85000 18817.65| 25.50000 20119.50| 17.91000 14130.99
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N08 CONTRACT ID : 2963 COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : MISC-75-3(1014)
====================================================================================================================================
|(1) 2364 |(2) 2966 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|TCW CONSTRUCTION, INC. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 3020.26 777.000 SY | 26.55000 20629.35| 29.00000 22533.00| 30.45000 23659.65
CONCRETE CLASS 47B-3625 DRIVEWAY | | |
0019 3075.42 1989.000 SY | 32.51000 64662.39| 34.90000 69416.10| 30.65000 60962.85
9" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0020 4093.80 130.000 SF | 16.85000 2190.50| 45.00000 5850.00| 19.67000 2557.10
WALL MATERIALS | | |
0021 4095.15 59.000 LF | 5.50000 324.50| 22.00000 1298.00| 9.48000 559.32
COMPACTED EARTH LEVELING PAD | | |
0022 4103.06 1.800 CY | 1259.00000 2266.20| 3000.00000 5400.00| 1217.00000 2190.60
CLASS 47B-3000 CONCRETE FOR STEP | | |
0023 8024.50 2.000 CY | 16.50000 33.00| 80.00000 160.00| 75.00000 150.00
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
0024 8029.10 1989.000 SY | 7.25000 14420.25| 6.10000 12132.90| 9.67000 19233.63
AGGREGATE FOUNDATION COURSE-D 4" | | |
0025 9111.00 11.000 MGAL| 5.00000 55.00| 7.00000 77.00| 25.00000 275.00
WATER | | |
0026 9170.00 17.476 STA | 145.00000 2534.02| 260.00000 4543.76| 276.00000 4823.38
EARTH SHOULDER CONSTRUCTION | | |
0027 9173.20 2766.000 SY | 2.30000 6361.80| 2.80000 7744.80| 4.58000 12668.28
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 157,114.26| $ 173,644.26| $ 171,737.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0028 0030.40 LUMP| 1104.86000 1104.86| 2000.00000 2000.00| 2000.00000 2000.00
MOBILIZATION | | |
0029 1119.00 2.000 EACH| 608.00000 1216.00| 300.00000 600.00| 900.00000 1800.00
REMOVE INLET | | |
0030 4002.00 250.000 LB | 1.23000 307.50| 1.51000 377.50| 1.33000 332.50
CAST IRON COVER AND FRAME | | |
0031 4043.50 28.000 LF | 12.15000 340.20| 6.50000 182.00| 15.00000 420.00
REMOVE SEWER PIPE | | |
0032 4044.00 1.000 EACH| 1455.00000 1455.00| 1800.00000 1800.00| 2941.00000 2941.00
PREPARATION OF STRUCTURE AT STA. | | |
620+92.51 | | |
0033 4051.01 11.000 CY | 28.95000 318.45| 12.00000 132.00| 35.00000 385.00
EXCAVATION FOR BOX CULVERTS | | |
0034 4101.06 7.310 CY | 715.25000 5228.48| 455.00000 3326.05| 680.35000 4973.36
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N08 CONTRACT ID : 2963 COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : MISC-75-3(1014)
====================================================================================================================================
|(1) 2364 |(2) 2966 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|TCW CONSTRUCTION, INC. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4105.59 9.910 CY | 363.15000 3598.82| 775.00000 7680.25| 403.63000 3999.97
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0036 4107.07 1.730 CY | 200.00000 346.00| 500.00000 865.00| 335.26000 580.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0037 4151.00 606.000 LB | 1.05000 636.30| 0.60000 363.60| 0.57000 345.42
REINFORCING STEEL FOR BOX CULVERT | | |
0038 4155.50 580.000 LB | 1.32000 765.60| 1.00000 580.00| 1.07000 620.60
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0039 4157.00 128.000 LB | 1.45000 185.60| 1.00000 128.00| 0.77000 98.56
REINFORCING STEEL FOR COLLARS | | |
0040 4600.15 25.000 LF | 40.15000 1003.75| 32.00000 800.00| 25.00000 625.00
15" REINFORCED CONCRETE SEWER PIPE | | |
0041 4600.36 14.000 LF | 83.55000 1169.70| 55.00000 770.00| 62.77000 878.78
36" REINFORCED CONCRETE SEWER PIPE | | |
SECTION TOTALS | $ 17,676.26| $ 19,604.40| $ 20,000.19
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0042 A001.01 15.000 EACH| 635.00000 9525.00| 630.00000 9450.00| 402.50000 6037.50
PULL BOX, TYPE PB-1 | | |
0043 A004.00 7.000 EACH| 785.00000 5495.00| 790.00000 5530.00| 845.25000 5916.75
TRAFFIC SIGNAL, TYPE TS-1 | | |
0044 A004.04 1.000 EACH| 1292.00000 1292.00| 1300.00000 1300.00| 1480.00000 1480.00
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0045 A006.15 8.000 EACH| 480.00000 3840.00| 490.00000 3920.00| 440.45000 3523.60
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0046 A006.70 4.000 EACH| 93.00000 372.00| 93.00000 372.00| 55.20000 220.80
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0047 A007.00 4.000 EACH| 260.00000 1040.00| 260.00000 1040.00| 172.50000 690.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0048 A007.15 4.000 EACH| 485.00000 1940.00| 490.00000 1960.00| 517.50000 2070.00
VEHICLE DETECTOR, TYPE TD-5 | | |
0049 A011.40 2.000 EACH| 5355.00000 10710.00| 5430.00000 10860.00| 7475.00000 14950.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-35-12 | | |
0050 A011.65 2.000 EACH| 5400.00000 10800.00| 5540.00000 11080.00| 7590.00000 15180.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-40-12 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N08 CONTRACT ID : 2963 COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : MISC-75-3(1014)
====================================================================================================================================
|(1) 2364 |(2) 2966 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|TCW CONSTRUCTION, INC. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 A070.10 597.000 LF | 4.00000 2388.00| 4.00000 2388.00| 2.30000 1373.10
1 1/2-INCH CONDUIT IN TRENCH | | |
0052 A070.14 1713.000 LF | 4.78000 8188.14| 4.80000 8222.40| 2.88000 4933.44
2-INCH CONDUIT IN TRENCH | | |
0053 A070.18 29.000 LF | 5.95000 172.55| 6.00000 174.00| 4.60000 133.40
3-INCH CONDUIT IN TRENCH | | |
0054 A072.10 163.000 LF | 6.65000 1083.95| 7.00000 1141.00| 2.30000 374.90
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0055 A072.14 166.000 LF | 7.25000 1203.50| 7.25000 1203.50| 2.88000 478.08
2-INCH CONDUIT UNDER ROADWAY | | |
0056 A073.12 110.000 LF | 7.05000 775.50| 7.25000 797.50| 17.25000 1897.50
2-INCH CONDUIT UNDER SIDEWALK | | |
0057 A074.14 411.000 LF | 8.60000 3534.60| 8.70000 3575.70| 17.25000 7089.75
2-INCH CONDUIT, JACKED | | |
0058 A074.18 78.000 LF | 11.70000 912.60| 11.90000 928.20| 18.40000 1435.20
3-INCH CONDUIT, JACKED | | |
0059 A077.12 437.000 LF | 0.85000 371.45| 0.85000 371.45| 0.58000 253.46
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0060 A077.17 2662.000 LF | 1.20000 3194.40| 1.20000 3194.40| 0.86000 2289.32
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0061 A077.22 437.000 LF | 2.65000 1158.05| 2.60000 1136.20| 1.44000 629.28
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0062 A079.01 428.000 LF | 0.85000 363.80| 0.85000 363.80| 0.46000 196.88
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0063 A079.50 2928.000 LF | 0.58000 1698.24| 0.58000 1698.24| 0.46000 1346.88
GROUNDING CONDUCTOR | | |
0064 A079.55 692.000 LF | 0.75000 519.00| 0.75000 519.00| 0.58000 401.36
SERVICE CABLE | | |
0065 A080.22 760.000 LF | 0.70000 532.00| 0.70000 532.00| 0.46000 349.60
STREET LIGHTING CABLE, NO. 6 BARE | | |
0066 A080.24 1520.000 LF | 0.70000 1064.00| 0.75000 1140.00| 0.58000 881.60
STREET LIGHTING CABLE, NO. 6 USE | | |
0067 A500.20 1.000 EACH| 689.00000 689.00| 697.00000 697.00| 1483.50000 1483.50
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0068 A600.00 2.000 EACH| 320.00000 640.00| 320.00000 640.00| 575.00000 1150.00
REMOVE LIGHTING UNIT | | |
0069 A700.20 3.000 EACH| 985.00000 2955.00| 990.00000 2970.00| 862.50000 2587.50
RELOCATE STREET LIGHTING UNIT | | |
0070 0030.81 LUMP| 1135.00000 1135.00| 1150.00000 1150.00| 5582.00000 5582.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N08 CONTRACT ID : 2963 COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : MISC-75-3(1014)
====================================================================================================================================
|(1) 2364 |(2) 2966 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|TCW CONSTRUCTION, INC. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 77,592.78| $ 78,354.39| $ 84,935.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0071 0001.08 2000.000 BDAY| 0.50000 1000.00| 0.50000 1000.00| 0.50000 1000.00
BARRICADE, TYPE II | | |
0072 0001.10 664.000 BDAY| 3.00000 1992.00| 1.35000 896.40| 2.30000 1527.20
BARRICADE, TYPE III | | |
0073 0001.75 240.000 EACH| 2.20000 528.00| 4.40000 1056.00| 2.59000 621.60
TEMPORARY SIGN DAY | | |
0074 0001.90 2158.000 EACH| 0.50000 1079.00| 0.27000 582.66| 0.58000 1251.64
SIGN DAY | | |
0075 0002.97 80.000 DAY | 45.00000 3600.00| 27.00000 2160.00| 17.25000 1380.00
FLASHING ARROW PANEL | | |
0076 0003.10 20.000 DAY | 235.00000 4700.00| 180.00000 3600.00| 280.95000 5619.00
FLAGGING | | |
0077 0010.04 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| 4171.11000 4171.11
FIELD OFFICE | | |
0078 0030.00 LUMP| 555.00000 555.00| 2500.00000 2500.00| 1725.00000 1725.00
MOBILIZATION | | |
SECTION TOTALS | $ 14,454.00| $ 12,545.06| $ 17,295.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 315,900.00| $ 320,894.93| $ 332,257.23
====================================================================================================================================