|
Contract Letting May 23, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F05 CONTRACT ID : 2045 COUNTIES : DOUGLAS
LETTING DATE : 05/23/02 DISTRICT : 2
PROJECT(S) : STPP-275-7(183)
CONTRACT DESCRIPTION :
US-275/N-92 ("L" STREET) AT 60TH, OMAHA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
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--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2364 TAB HOLDING COMPANY, INC. DBA TAB CONSTRUCTION $ 192,934.68 100.0000%
2 1276 KIEWIT WESTERN CO. $ 212,243.30 110.0078%
3 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 219,291.05 113.6607%
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2045 COUNTIES : DOUGLAS
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 2
PROJECT(S) : STPP-275-7(183)
====================================================================================================================================
|(1) 2364 |(2) 1276 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|KIEWIT WESTERN CO. |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 L020.00 1131.000 SY | 2.25000 2544.75| 1.65000 1866.15| 2.19000 2476.89
EROSION CONTROL | | |
0002 0030.10 LUMP| 1855.00000 1855.00| 1000.00000 1000.00| 2900.00000 2900.00
MOBILIZATION | | |
0003 1009.00 LUMP| 5184.00000 5184.00| 1000.00000 1000.00| 500.00000 500.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 56.000 CY | 16.05000 898.80| 15.00000 840.00| 20.00000 1120.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1101.00 114.000 SY | 15.55000 1772.70| 13.00000 1482.00| 84.79000 9666.06
REMOVE PAVEMENT | | |
0006 1101.25 1074.000 LF | 2.50000 2685.00| 2.50000 2685.00| 2.50000 2685.00
SAWING PAVEMENT | | |
0007 1109.00 886.000 LF | 5.50000 4873.00| 12.00000 10632.00| 9.74000 8629.64
REMOVE CURB | | |
0008 1122.01 385.000 SY | 9.35000 3599.75| 7.00000 2695.00| 4.50000 1732.50
REMOVE CONCRETE MEDIAN SURFACING | | |
SECTION TOTALS | $ 23,413.00| $ 22,200.15| $ 29,710.09
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0009 0030.30 LUMP| 6545.00000 6545.00| 4000.00000 4000.00| 6664.00000 6664.00
MOBILIZATION | | |
0010 3008.05 330.000 EACH| 5.75000 1897.50| 10.00000 3300.00| 5.00000 1650.00
TIE BARS | | |
0011 3011.25 1434.000 LF | 7.85000 11256.90| 18.50000 26529.00| 18.77000 26916.18
CONCRETE CLASS 47B-3500 CURB TYPE II | | |
0012 3017.40 1039.000 SY | 24.70000 25663.30| 35.00000 36365.00| 36.00000 37404.00
CONCRETE CLASS 47B-3000 MEDIAN SURFACING| | |
0013 3017.43 143.000 SY | 28.55000 4082.65| 41.00000 5863.00| 41.00000 5863.00
6" CONCRETE CLASS 47B-3000 MEDIAN | | |
SURFACING | | |
0014 3075.52 464.000 SY | 48.95000 22712.80| 51.00000 23664.00| 38.68000 17947.52
10" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0015 8029.10 447.000 SY | 13.25000 5922.75| 8.00000 3576.00| 7.00000 3129.00
AGGREGATE FOUNDATION COURSE-D 4" | | |
0016 9111.00 2.000 MGAL| 10.00000 20.00| 18.00000 36.00| 10.00000 20.00
WATER | | |
0017 9173.20 447.000 SY | 3.55000 1586.85| 6.00000 2682.00| 2.00000 894.00
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2045 COUNTIES : DOUGLAS
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 2
PROJECT(S) : STPP-275-7(183)
====================================================================================================================================
|(1) 2364 |(2) 1276 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|KIEWIT WESTERN CO. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 79,687.75| $ 106,015.00| $ 100,487.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0018 0030.40 LUMP| 600.00000 600.00| 500.00000 500.00| 600.00000 600.00
MOBILIZATION | | |
0019 1119.00 1.000 EACH| 1077.00000 1077.00| 420.00000 420.00| 1000.00000 1000.00
REMOVE INLET | | |
0020 4002.00 125.000 LB | 2.50000 312.50| 2.00000 250.00| 2.08000 260.00
CAST IRON COVER AND FRAME | | |
0021 4043.50 16.000 LF | 27.00000 432.00| 30.00000 480.00| 20.00000 320.00
REMOVE SEWER PIPE | | |
0022 4105.59 3.920 CY | 685.00000 2685.20| 850.00000 3332.00| 800.00000 3136.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0023 4107.07 0.530 CY | 446.00000 236.38| 960.00000 508.80| 471.70000 250.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0024 4155.50 245.000 LB | 1.20000 294.00| 1.00000 245.00| 0.65000 159.25
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0025 4157.00 43.000 LB | 1.20000 51.60| 1.00000 43.00| 1.00000 43.00
REINFORCING STEEL FOR COLLARS | | |
0026 4600.24 12.000 LF | 55.00000 660.00| 71.00000 852.00| 45.00000 540.00
24" REINFORCED CONCRETE SEWER PIPE | | |
SECTION TOTALS | $ 6,348.68| $ 6,630.80| $ 6,308.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRIC
| | |
0027 A001.01 2.000 EACH| 603.00000 1206.00| 510.00000 1020.00| 565.00000 1130.00
PULL BOX, TYPE PB-1 | | |
0028 A001.02 1.000 EACH| 428.00000 428.00| 506.00000 506.00| 560.00000 560.00
PULL BOX, TYPE PB-1A | | |
0029 A001.16 1.000 EACH| 495.00000 495.00| 390.00000 390.00| 427.50000 427.50
PULL BOX, TYPE PB-6 | | |
0030 A004.20 4.000 EACH| 785.00000 3140.00| 895.00000 3580.00| 987.55000 3950.20
TRAFFIC SIGNAL, TYPE TS-1L | | |
0031 A007.16 12.000 EACH| 393.00000 4716.00| 435.00000 5220.00| 482.21000 5786.52
VEHICLE DETECTOR, TYPE TD-5A | | |
0032 A009.62 3.000 EACH| 2383.00000 7149.00| 3130.00000 9390.00| 3464.36000 10393.08
STRET LIGHTING UNIT, TYPE | | |
SL-BT-45-8-0.40 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2045 COUNTIES : DOUGLAS
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 2
PROJECT(S) : STPP-275-7(183)
====================================================================================================================================
|(1) 2364 |(2) 1276 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|KIEWIT WESTERN CO. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 A012.90 1.000 EACH| 10895.00000 10895.00| 10500.00000 10500.00| 11660.00000 11660.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-60-12 | | |
0034 A030.04 1.000 EACH| 3411.00000 3411.00| 4310.00000 4310.00| 4773.38000 4773.38
SERVICE DISCONNECT PEDESTAL | | |
0035 A070.10 608.000 LF | 3.60000 2188.80| 2.60000 1580.80| 2.86000 1738.88
1 1/2-INCH CONDUIT IN TRENCH | | |
0036 A070.14 86.000 LF | 4.25000 365.50| 3.25000 279.50| 3.59000 308.74
2-INCH CONDUIT IN TRENCH | | |
0037 A074.12 133.000 LF | 9.10000 1210.30| 8.25000 1097.25| 9.13000 1214.29
1 1/2-INCH CONDUIT, JACKED | | |
0038 A074.18 104.000 LF | 12.15000 1263.60| 16.30000 1695.20| 18.02000 1874.08
3-INCH CONDUIT, JACKED | | |
0039 A077.12 930.000 LF | 0.75000 697.50| 1.00000 930.00| 1.10000 1023.00
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0040 A077.26 465.000 LF | 2.70000 1255.50| 1.50000 697.50| 1.64000 762.60
16/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0041 A079.01 682.000 LF | 0.80000 545.60| 1.05000 716.10| 1.16000 791.12
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0042 A079.50 164.000 LF | 0.55000 90.20| 0.55000 90.20| 0.61000 100.04
GROUNDING CONDUCTOR | | |
0043 A079.55 96.000 LF | 0.70000 67.20| 1.30000 124.80| 1.40000 134.40
SERVICE CABLE | | |
0044 A080.22 791.000 LF | 0.65000 514.15| 0.66000 522.06| 0.73000 577.43
STREET LIGHTING CABLE, NO. 6 BARE | | |
0045 A080.24 1582.000 LF | 0.65000 1028.30| 0.77000 1218.14| 0.85000 1344.70
STREET LIGHTING CABLE, NO. 6 USE | | |
0046 A501.00 3.000 EACH| 155.00000 465.00| 154.00000 462.00| 170.48000 511.44
INSTALL TRAFFIC SIGNAL, TYPE TS-1 | | |
0047 A502.00 2.000 EACH| 139.00000 278.00| 120.00000 240.00| 134.00000 268.00
INSTALL PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0048 A502.10 1.000 EACH| 46.00000 46.00| 74.00000 74.00| 81.59000 81.59
INSTALL PEDESTRIAN PUSHBUTTON | | |
0049 A600.00 3.000 EACH| 411.00000 1233.00| 385.00000 1155.00| 426.20000 1278.60
REMOVE LIGHTING UNIT | | |
0050 A610.00 1.000 EACH| 82.05000 82.05| 72.00000 72.00| 79.15000 79.15
REMOVE TRAFFIC SIGNAL TYPE TS-1 | | |
0051 A610.01 1.000 EACH| 82.05000 82.05| 72.00000 72.00| 79.15000 79.15
REMOVE TRAFFIC SIGNAL TYPE TS-1LL | | |
0052 A650.02 1.000 EACH| 1535.00000 1535.00| 990.00000 990.00| 1100.00000 1100.00
REMOVE MAST ARM SIGNAL POLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2045 COUNTIES : DOUGLAS
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 2
PROJECT(S) : STPP-275-7(183)
====================================================================================================================================
|(1) 2364 |(2) 1276 |(3) 1416
|TAB CONST. (DBA)/TAB HOLDING|KIEWIT WESTERN CO. |LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 0003.75 1.000 EACH| 21007.00000 21007.00| 16170.00000 16170.00| 17900.00000 17900.00
TEMPORARY TRAFFIC SIGNAL 60TH & "L" | | |
STREET | | |
0054 0030.80 LUMP| 4805.00000 4805.00| 1000.00000 1000.00| 975.00000 975.00
MOBILIZATION | | |
SECTION TOTALS | $ 70,199.75| $ 64,102.55| $ 70,822.89
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0055 0001.08 2350.000 BDAY| 0.50000 1175.00| 0.50000 1175.00| 0.50000 1175.00
BARRICADE, TYPE II | | |
0056 0001.10 460.000 BDAY| 2.15000 989.00| 2.00000 920.00| 2.13000 979.80
BARRICADE, TYPE III | | |
0057 0001.30 220.000 LDAY| 1.50000 330.00| 1.10000 242.00| 1.22000 268.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0058 0001.75 84.000 EACH| 11.00000 924.00| 11.00000 924.00| 12.18000 1023.12
TEMPORARY SIGN DAY | | |
0059 0001.90 1930.000 EACH| 0.75000 1447.50| 0.66000 1273.80| 0.73000 1408.90
SIGN DAY | | |
0060 0002.97 80.000 DAY | 35.00000 2800.00| 28.00000 2240.00| 30.44000 2435.20
FLASHING ARROW PANEL | | |
0061 0003.10 14.000 DAY | 355.00000 4970.00| 430.00000 6020.00| 326.55000 4571.70
FLAGGING | | |
0062 0030.00 LUMP| 650.00000 650.00| 500.00000 500.00| 100.00000 100.00
MOBILIZATION | | |
SECTION TOTALS | $ 13,285.50| $ 13,294.80| $ 11,962.12
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 192,934.68| $ 212,243.30| $ 219,291.05
====================================================================================================================================