|
Contract Letting October 25, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 DISTRICT : 1
PROJECT(S) : S-6-6(1034)
CONTRACT DESCRIPTION :
ON US-6 IN WAVERLY.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3312 PAVERS COMPANIES $ 69,000.00 100.0000%
2 0574 CONSTRUCTORS, INC. $ 85,042.90 123.2505%
3 2966 TCW CONSTRUCTION, INC. $ 91,677.53 132.8659%
4 2364 TAB HOLDING COMPANY, INC. DBA TAB CONSTRUCTION $ 94,437.62 136.8661%
5 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 99,697.27 144.4887%
6 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 100,469.55 145.6080%
7 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 112,508.51 163.0558%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-6-6(1034)
====================================================================================================================================
|(1) 3312 |(2) 0574 |(3) 2966
|PAVERS COMPANIES |CONSTRUCTORS, INC. |TCW CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 3 CONCRETE PAVEMENT
| | |
0001 A009.82 2.000 EACH| 2300.00000 4600.00| 2160.00000 4320.00| 2100.00000 4200.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-50-12-0.40 | | |
0002 A070.10 552.000 LF | 4.20000 2318.40| 3.05000 1683.60| 3.00000 1656.00
1 1/2-INCH CONDUIT IN TRENCH | | |
0003 A072.10 22.000 LF | 5.25000 115.50| 8.00000 176.00| 8.00000 176.00
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0004 A080.22 644.000 LF | 0.90000 579.60| 0.95000 611.80| 0.90000 579.60
STREET LIGHTING CABLE, NO. 6 BARE | | |
0005 A080.24 1288.000 LF | 1.00000 1288.00| 1.05000 1352.40| 1.05000 1352.40
STREET LIGHTING CABLE, NO. 6 USE | | |
0006 A700.20 1.000 EACH| 1000.00000 1000.00| 980.00000 980.00| 990.00000 990.00
RELOCATE STREET LIGHTING UNIT | | |
0007 L020.07 2591.000 SY | 3.80000 9845.80| 4.70000 12177.70| 4.50000 11659.50
EROSION CONTROL, TYPE B-1 | | |
0008 0001.08 375.000 BDAY| 0.50000 187.50| 0.50000 187.50| 0.50000 187.50
BARRICADE, TYPE II | | |
0009 0001.10 117.000 BDAY| 1.60000 187.20| 1.65000 193.05| 1.65000 193.05
BARRICADE, TYPE III | | |
0010 0001.30 102.000 LDAY| 1.25000 127.50| 1.30000 132.60| 1.30000 132.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0011 0001.75 240.000 EACH| 5.25000 1260.00| 5.45000 1308.00| 5.50000 1320.00
TEMPORARY SIGN DAY | | |
0012 0001.90 442.000 EACH| 0.40000 176.80| 0.45000 198.90| 0.45000 198.90
SIGN DAY | | |
0013 0002.97 15.000 DAY | 26.00000 390.00| 28.00000 420.00| 26.00000 390.00
FLASHING ARROW PANEL | | |
0014 0003.10 5.000 DAY | 180.00000 900.00| 165.00000 825.00| 175.00000 875.00
FLAGGING | | |
0015 0010.04 1.000 EACH| 100.00000 100.00| 500.00000 500.00| 1000.00000 1000.00
FIELD OFFICE | | |
0016 0030.30 LUMP| 5367.82000 5367.82| 4500.00000 4500.00| 3500.00000 3500.00
MOBILIZATION | | |
0017 1009.00 LUMP| 200.00000 200.00| 2800.00000 2800.00| 1200.00000 1200.00
GENERAL CLEARING AND GRUBBING | | |
0018 1011.00 10.000 MGAL| 8.00000 80.00| 9.00000 90.00| 5.00000 50.00
WATER | | |
0019 1030.00 324.000 CY | 6.00000 1944.00| 8.55000 2770.20| 7.00000 2268.00
EARTHWORK MEASURED IN EMBANKMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-6-6(1034)
====================================================================================================================================
|(1) 3312 |(2) 0574 |(3) 2966
|PAVERS COMPANIES |CONSTRUCTORS, INC. |TCW CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1102.00 542.000 SY | 2.00000 1084.00| 2.10000 1138.20| 5.15000 2791.30
REMOVE ASPHALT SURFACE | | |
0021 3008.05 194.000 EACH| 5.00000 970.00| 7.20000 1396.80| 5.50000 1067.00
TIE BARS | | |
0022 3075.41 1151.000 SY | 25.00000 28775.00| 31.30000 36026.30| 38.90000 44773.90
9" CONCRETE PAVEMENT, CLASS 47B-3625 | | |
0023 4035.25 2.000 EACH| 50.00000 100.00| 280.00000 560.00| 100.00000 200.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0024 4050.01 6.000 CY | 10.00000 60.00| 30.00000 180.00| 20.00000 120.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0025 4107.07 1.330 CY | 300.00000 399.00| 295.00000 392.35| 350.00000 465.50
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0026 4157.00 97.000 LB | 1.00000 97.00| 3.15000 305.55| 1.00000 97.00
REINFORCING STEEL FOR COLLARS | | |
0027 4450.24 9.000 LF | 50.00000 450.00| 76.00000 684.00| 32.00000 288.00
24" REINFORCED CONCRETE PIPE | | |
0028 4450.36 2.000 LF | 70.00000 140.00| 325.00000 650.00| 42.00000 84.00
36" REINFORCED CONCRETE PIPE | | |
0029 4461.24 1.000 EACH| 75.00000 75.00| 140.00000 140.00| 100.00000 100.00
INSTALL 24" CONCRETE FLARED-END SECTION | | |
0030 4461.36 1.000 EACH| 75.00000 75.00| 140.00000 140.00| 100.00000 100.00
INSTALL 36" CONCRETE FLARED-END SECTION | | |
0031 8029.04 1151.000 SY | 3.00000 3453.00| 5.00000 5755.00| 5.17000 5950.67
AGGREGATE FOUNDATION COURSE 4" | | |
0032 9170.00 7.419 STA | 125.00000 927.38| 105.00000 779.00| 190.00000 1409.61
EARTH SHOULDER CONSTRUCTION | | |
0033 9173.20 1151.000 SY | 1.50000 1726.50| 1.45000 1668.95| 2.00000 2302.00
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 69,000.00| $ 85,042.90| $ 91,677.53
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 69,000.00| $ 85,042.90| $ 91,677.53
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-6-6(1034)
====================================================================================================================================
|(4) 2364 |(5) 1613 |(6) 1416
|TAB CONST. (DBA)/TAB HOLDING|COLLINS CONTRACTING COMPANY,|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 3 CONCRETE PAVEMENT
| | |
0001 A009.82 2.000 EACH| 2170.00000 4340.00| 2057.90000 4115.80| 2238.48000 4476.96
STREET LIGHTING UNIT, TYPE | | |
SL-BT-50-12-0.40 | | |
0002 A070.10 552.000 LF | 3.05000 1683.60| 2.90000 1600.80| 3.16000 1744.32
1 1/2-INCH CONDUIT IN TRENCH | | |
0003 A072.10 22.000 LF | 8.00000 176.00| 7.60000 167.20| 8.23000 181.06
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0004 A080.22 644.000 LF | 0.90000 579.60| 0.90000 579.60| 0.96000 618.24
STREET LIGHTING CABLE, NO. 6 BARE | | |
0005 A080.24 1288.000 LF | 1.00000 1288.00| 1.00000 1288.00| 1.07000 1378.16
STREET LIGHTING CABLE, NO. 6 USE | | |
0006 A700.20 1.000 EACH| 985.00000 985.00| 933.10000 933.10| 1014.93000 1014.93
RELOCATE STREET LIGHTING UNIT | | |
0007 L020.07 2591.000 SY | 4.25000 11011.75| 4.40000 11400.40| 4.83000 12514.53
EROSION CONTROL, TYPE B-1 | | |
0008 0001.08 375.000 BDAY| 0.50000 187.50| 0.50000 187.50| 0.50000 187.50
BARRICADE, TYPE II | | |
0009 0001.10 117.000 BDAY| 1.65000 193.05| 1.60000 187.20| 1.69000 197.73
BARRICADE, TYPE III | | |
0010 0001.30 102.000 LDAY| 1.35000 137.70| 1.20000 122.40| 1.35000 137.70
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0011 0001.75 240.000 EACH| 5.45000 1308.00| 5.20000 1248.00| 5.64000 1353.60
TEMPORARY SIGN DAY | | |
0012 0001.90 442.000 EACH| 0.44000 194.48| 0.40000 176.80| 0.45000 198.90
SIGN DAY | | |
0013 0002.97 15.000 DAY | 27.35000 410.25| 25.90000 388.50| 28.19000 422.85
FLASHING ARROW PANEL | | |
0014 0003.10 5.000 DAY | 340.00000 1700.00| 160.00000 800.00| 250.00000 1250.00
FLAGGING | | |
0015 0010.04 1.000 EACH| 765.00000 765.00| 500.00000 500.00| 3500.00000 3500.00
FIELD OFFICE | | |
0016 0030.30 LUMP| 4170.00000 4170.00| 5589.60000 5589.60| 8100.00000 8100.00
MOBILIZATION | | |
0017 1009.00 LUMP| 1590.00000 1590.00| 1496.50000 1496.50| 1500.00000 1500.00
GENERAL CLEARING AND GRUBBING | | |
0018 1011.00 10.000 MGAL| 20.35000 203.50| 4.00000 40.00| 20.00000 200.00
WATER | | |
0019 1030.00 324.000 CY | 11.90000 3855.60| 7.00000 2268.00| 6.17000 1999.08
EARTHWORK MEASURED IN EMBANKMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-6-6(1034)
====================================================================================================================================
|(4) 2364 |(5) 1613 |(6) 1416
|TAB CONST. (DBA)/TAB HOLDING|COLLINS CONTRACTING COMPANY,|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1102.00 542.000 SY | 4.10000 2222.20| 6.00000 3252.00| 6.53000 3539.26
REMOVE ASPHALT SURFACE | | |
0021 3008.05 194.000 EACH| 4.00000 776.00| 5.40000 1047.60| 6.00000 1164.00
TIE BARS | | |
0022 3075.41 1151.000 SY | 35.18000 40492.18| 40.50000 46615.50| 33.10000 38098.10
9" CONCRETE PAVEMENT, CLASS 47B-3625 | | |
0023 4035.25 2.000 EACH| 135.00000 270.00| 145.40000 290.80| 100.00000 200.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0024 4050.01 6.000 CY | 21.05000 126.30| 29.90000 179.40| 100.00000 600.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0025 4107.07 1.330 CY | 276.00000 367.08| 735.60000 978.35| 500.00000 665.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0026 4157.00 97.000 LB | 1.05000 101.85| 1.00000 97.00| 2.00000 194.00
REINFORCING STEEL FOR COLLARS | | |
0027 4450.24 9.000 LF | 74.85000 673.65| 82.30000 740.70| 161.98000 1457.82
24" REINFORCED CONCRETE PIPE | | |
0028 4450.36 2.000 LF | 258.00000 516.00| 341.00000 682.00| 192.59000 385.18
36" REINFORCED CONCRETE PIPE | | |
0029 4461.24 1.000 EACH| 186.50000 186.50| 195.30000 195.30| 125.00000 125.00
INSTALL 24" CONCRETE FLARED-END SECTION | | |
0030 4461.36 1.000 EACH| 269.50000 269.50| 245.20000 245.20| 140.00000 140.00
INSTALL 36" CONCRETE FLARED-END SECTION | | |
0031 8029.04 1151.000 SY | 7.15000 8229.65| 6.60000 7596.60| 7.38000 8494.38
AGGREGATE FOUNDATION COURSE 4" | | |
0032 9170.00 7.419 STA | 359.25000 2665.28| 399.10000 2960.92| 287.00000 2129.25
EARTH SHOULDER CONSTRUCTION | | |
0033 9173.20 1151.000 SY | 2.40000 2762.40| 1.50000 1726.50| 2.00000 2302.00
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 94,437.62| $ 99,697.27| $ 100,469.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 94,437.62| $ 99,697.27| $ 100,469.55
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-6-6(1034)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 3 CONCRETE PAVEMENT
| | |
0001 A009.82 2.000 EACH| 2084.25000 4168.50| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-50-12-0.40 | | |
0002 A070.10 552.000 LF | 2.94000 1622.88| |
1 1/2-INCH CONDUIT IN TRENCH | | |
0003 A072.10 22.000 LF | 7.67000 168.74| |
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0004 A080.22 644.000 LF | 0.89000 573.16| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0005 A080.24 1288.000 LF | 1.00000 1288.00| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0006 A700.20 1.000 EACH| 945.00000 945.00| |
RELOCATE STREET LIGHTING UNIT | | |
0007 L020.07 2591.000 SY | 4.49000 11633.59| |
EROSION CONTROL, TYPE B-1 | | |
0008 0001.08 375.000 BDAY| 0.50000 187.50| |
BARRICADE, TYPE II | | |
0009 0001.10 117.000 BDAY| 1.58000 184.86| |
BARRICADE, TYPE III | | |
0010 0001.30 102.000 LDAY| 1.26000 128.52| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0011 0001.75 240.000 EACH| 5.25000 1260.00| |
TEMPORARY SIGN DAY | | |
0012 0001.90 442.000 EACH| 0.42000 185.64| |
SIGN DAY | | |
0013 0002.97 15.000 DAY | 26.25000 393.75| |
FLASHING ARROW PANEL | | |
0014 0003.10 5.000 DAY | 174.42000 872.10| |
FLAGGING | | |
0015 0010.04 1.000 EACH| 1343.06000 1343.06| |
FIELD OFFICE | | |
0016 0030.30 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
0017 1009.00 LUMP| 3102.45000 3102.45| |
GENERAL CLEARING AND GRUBBING | | |
0018 1011.00 10.000 MGAL| 30.02000 300.20| |
WATER | | |
0019 1030.00 324.000 CY | 8.40000 2721.60| |
EARTHWORK MEASURED IN EMBANKMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1438X COUNTIES : LANCASTER
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-6-6(1034)
====================================================================================================================================
|(7) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1102.00 542.000 SY | 2.79000 1512.18| |
REMOVE ASPHALT SURFACE | | |
0021 3008.05 194.000 EACH| 10.59000 2054.46| |
TIE BARS | | |
0022 3075.41 1151.000 SY | 46.70000 53751.70| |
9" CONCRETE PAVEMENT, CLASS 47B-3625 | | |
0023 4035.25 2.000 EACH| 203.60000 407.20| |
REMOVE AND SALVAGE FLARED-END SECTION | | |
0024 4050.01 6.000 CY | 27.15000 162.90| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0025 4107.07 1.330 CY | 608.51000 809.32| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0026 4157.00 97.000 LB | 0.91000 88.27| |
REINFORCING STEEL FOR COLLARS | | |
0027 4450.24 9.000 LF | 74.46000 670.14| |
24" REINFORCED CONCRETE PIPE | | |
0028 4450.36 2.000 LF | 124.72000 249.44| |
36" REINFORCED CONCRETE PIPE | | |
0029 4461.24 1.000 EACH| 203.60000 203.60| |
INSTALL 24" CONCRETE FLARED-END SECTION | | |
0030 4461.36 1.000 EACH| 271.46000 271.46| |
INSTALL 36" CONCRETE FLARED-END SECTION | | |
0031 8029.04 1151.000 SY | 6.47000 7446.97| |
AGGREGATE FOUNDATION COURSE 4" | | |
0032 9170.00 7.419 STA | 167.96000 1246.10| |
EARTH SHOULDER CONSTRUCTION | | |
0033 9173.20 1151.000 SY | 2.22000 2555.22| |
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 112,508.51| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 112,508.51| |
====================================================================================================================================