|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 DISTRICT : 4
PROJECT(S) : BR-2450(2)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD EAST OF CENTRAL CITY.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0013 THE NUMBER OF 6 CONTRACTS WHICH WILL BE ACCEPTED IN THIS
0013 LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0013 THE DIAMOND ENGINEERING COMPANY $ 1,847,783.03 100.0000%
2 0805 A. M. COHRON & SON, INC. $ 1,874,779.83 101.4610%
3 1809 CAPITAL CONTRACTORS, INC. $ 2,016,125.43 109.1105%
4 1730 WILKE CONTRACTING CORPORATION $ 2,338,728.03 126.5694%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(1) 0013 |(2) 0805 |(3) 1809
|DIAMOND ENGINEERING COMPANY/|COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 4 CULVERT
| | |
0001 0030.40 LUMP| 2200.00000 2200.00| 4650.00000 4650.00| 4000.00000 4000.00
MOBILIZATION | | |
0002 4017.00 1.000 EACH| 1600.00000 1600.00| 500.00000 500.00| 500.00000 500.00
TAPPING EXISTING MANHOLE | | |
0003 4040.00 1.000 EACH| 130.00000 130.00| 85.00000 85.00| 85.00000 85.00
REMOVE HEADWALLS FROM CULVERTS | | |
0004 4043.50 26.000 LF | 9.00000 234.00| 12.50000 325.00| 12.50000 325.00
REMOVE SEWER PIPE | | |
0005 4100.06 2.700 CY | 1040.00000 2808.00| 650.00000 1755.00| 650.00000 1755.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0006 4130.06 0.140 CY | 1230.00000 172.20| 1000.00000 140.00| 1000.00000 140.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
PIPE CULVERT PLUG | | |
0007 4150.00 290.000 LB | 0.69000 200.10| 1.00000 290.00| 1.00000 290.00
REINFORCING STEEL FOR HEADWALL | | |
0008 4600.18 380.000 LF | 48.00000 18240.00| 64.50000 24510.00| 64.50000 24510.00
18" REINFORCED CONCRETE SEWER PIPE | | |
SECTION TOTALS | $ 25,584.30| $ 32,255.00| $ 31,605.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 14+70
2-94'-2" & 2-95'-7" & 6-95'-0" SPANS PRES CONC GIRDER BRIDGE
| | |
0009 0030.60 LUMP| 32000.00000 32000.00| 78750.00000 78750.00| 140000.00000 140000.00
MOBILIZATION | | |
0010 1010.01 599.000 CY | 5.00000 2995.00| 2.60000 1557.40| 4.00000 2396.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0011 1043.50 885.000 SY | 1.75000 1548.75| 2.00000 1770.00| 2.50000 2212.50
RIPRAP FILTER FABRIC | | |
0012 3050.15 165.300 CY | 190.00000 31407.00| 145.00000 23968.50| 200.00000 33060.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0013 3051.10 18135.000 LB | 0.55000 9974.25| 0.55000 9974.25| 0.54000 9792.90
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0014 6000.10 35.000 LS | 3600.00000 3600.00| 4000.00000 4000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0015 6000.11 35.000 LS | 3600.00000 3600.00| 4000.00000 4000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(1) 0013 |(2) 0805 |(3) 1809
|DIAMOND ENGINEERING COMPANY/|COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 6000.60 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.1 EXCAVATION | | |
0017 6000.61 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.2 EXCAVATION | | |
0018 6000.62 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.3 EXCAVATION | | |
0019 6000.63 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.4 EXCAVATION | | |
0020 6000.64 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.5 EXCAVATION | | |
0021 6000.65 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.6 EXCAVATION | | |
0022 6000.66 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.7 EXCAVATION | | |
0023 6000.67 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.8 EXCAVATION | | |
0024 6000.68 55.000 LS | 8000.00000 8000.00| 12000.00000 12000.00| 29000.00000 29000.00
PIER NO.9 EXCAVATION | | |
0025 6005.35 100.500 LF | 89.00000 8944.50| 80.00000 8040.00| 85.00000 8542.50
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0026 6005.78 64.000 EACH| 1065.00000 68160.00| 900.00000 57600.00| 775.00000 49600.00
EXPANSION BEARING, TFE TYPE | | |
0027 6005.83 16.000 EACH| 232.00000 3712.00| 210.00000 3360.00| 775.00000 12400.00
FIXED BEARING | | |
0028 6010.22 662.500 CY | 287.50000 190468.75| 355.00000 235187.50| 272.00000 180200.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0029 6010.26 974.400 CY | 285.00000 277704.00| 360.00000 350784.00| 275.00000 267960.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0030 6011.11 625.100 LS | 568000.00000 568000.00| 445000.00000 445000.00| 545000.00000 545000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+70 | | |
0031 6080.00 8245.000 LB | 1.69000 13934.05| 1.80000 14841.00| 2.00000 16490.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6095.00 30.000 EACH| 510.00000 15300.00| 675.00000 20250.00| 474.00000 14220.00
STEEL DIAPHRAGM | | |
0033 6105.02 761.000 TON | 33.00000 25113.00| 34.00000 25874.00| 33.00000 25113.00
ROCK RIPRAP, TYPE B | | |
0034 6131.50 258990.000 LB | 0.55000 142444.50| 0.55000 142444.50| 0.54000 139854.60
EPOXY COATED REINFORCING STEEL | | |
0035 6200.00 6500.000 LF | 28.50000 185250.00| 26.00000 169000.00| 19.00000 123500.00
CONCRETE PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(1) 0013 |(2) 0805 |(3) 1809
|DIAMOND ENGINEERING COMPANY/|COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 6251.00 2.000 EACH| 4000.00000 8000.00| 3000.00000 6000.00| 2500.00000 5000.00
TEST PILE | | |
0037 6310.00 2601.000 SF | 12.50000 32512.50| 8.75000 22758.75| 10.00000 26010.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 1,696,668.30| $ 1,733,159.90| $ 1,872,351.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0038 0030.70 LUMP| 500.00000 500.00| 456.00000 456.00| 300.00000 300.00
MOBILIZATION | | |
0039 7020.00 4.000 EACH| 1006.00000 4024.00| 1006.00000 4024.00| 1006.00000 4024.00
BRIDGE APPROACH SECTIONS | | |
0040 7021.45 4.000 EACH| 845.00000 3380.00| 845.00000 3380.00| 845.00000 3380.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 7,904.00| $ 7,860.00| $ 7,704.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0041 0030.90 LUMP| 14500.00000 14500.00| 14040.00000 14040.00| 12300.00000 12300.00
MOBILIZATION | | |
0042 2001.00 320.000 CY | 14.38000 4601.60| 14.38000 4601.60| 14.38000 4601.60
GRAVEL SURFACE COURSE | | |
0043 4015.00 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 800.00000 800.00
ADJUST MANHOLE TO GRADE | | |
0044 9005.30 1430.000 TON | 28.68000 41012.40| 28.68000 41012.40| 28.68000 41012.40
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0045 9009.00 255.000 SY | 9.28000 2366.40| 9.28000 2366.40| 9.28000 2366.40
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0046 9021.08 77.220 TON | 185.00000 14285.70| 185.00000 14285.70| 185.00000 14285.70
PERFORMANCE GRADED BINDER (64-28) | | |
0047 9053.00 1340.000 GAL | 1.25000 1675.00| 1.25000 1675.00| 1.25000 1675.00
TACK COAT | | |
0048 9111.00 16.000 MGAL| 8.00000 128.00| 8.00000 128.00| 8.00000 128.00
WATER | | |
0049 9170.00 22.194 STA | 98.00000 2175.01| 98.00000 2175.01| 98.00000 2175.01
EARTH SHOULDER CONSTRUCTION | | |
0050 9173.20 3214.000 SY | 2.38000 7649.32| 2.38000 7649.32| 2.38000 7649.32
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(1) 0013 |(2) 0805 |(3) 1809
|DIAMOND ENGINEERING COMPANY/|COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 89,193.43| $ 88,733.43| $ 86,993.43
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0051 0001.10 5952.000 BDAY| 2.00000 11904.00| 1.00000 5952.00| 1.00000 5952.00
BARRICADE, TYPE III | | |
0052 0001.30 992.000 LDAY| 2.00000 1984.00| 0.75000 744.00| 0.75000 744.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0053 0001.90 9920.000 EACH| 0.75000 7440.00| 0.30000 2976.00| 0.30000 2976.00
SIGN DAY | | |
0054 0002.55 11.100 STA | 50.00000 555.00| 45.00000 499.50| 45.00000 499.50
OVERLAY BROKEN LINES | | |
0055 0010.04 1.000 EACH| 5250.00000 5250.00| 1500.00000 1500.00| 5000.00000 5000.00
FIELD OFFICE | | |
0056 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0057 0030.10 LUMP| 500.00000 500.00| 300.00000 300.00| 1500.00000 1500.00
MOBILIZATION | | |
SECTION TOTALS | $ 28,433.00| $ 12,771.50| $ 17,471.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,847,783.03| $ 1,874,779.83| $ 2,016,125.43
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(4) 1730 | |
|WILKE CONTRACTING CORPORATIO| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 4 CULVERT
| | |
0001 0030.40 LUMP| 4000.00000 4000.00| |
MOBILIZATION | | |
0002 4017.00 1.000 EACH| 500.00000 500.00| |
TAPPING EXISTING MANHOLE | | |
0003 4040.00 1.000 EACH| 85.00000 85.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0004 4043.50 26.000 LF | 12.50000 325.00| |
REMOVE SEWER PIPE | | |
0005 4100.06 2.700 CY | 650.00000 1755.00| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0006 4130.06 0.140 CY | 1000.00000 140.00| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
PIPE CULVERT PLUG | | |
0007 4150.00 290.000 LB | 1.00000 290.00| |
REINFORCING STEEL FOR HEADWALL | | |
0008 4600.18 380.000 LF | 64.50000 24510.00| |
18" REINFORCED CONCRETE SEWER PIPE | | |
SECTION TOTALS | $ 31,605.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 14+70
2-94'-2" & 2-95'-7" & 6-95'-0" SPANS PRES CONC GIRDER BRIDGE
| | |
0009 0030.60 LUMP| 104550.00000 104550.00| |
MOBILIZATION | | |
0010 1010.01 599.000 CY | 16.00000 9584.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0011 1043.50 885.000 SY | 2.75000 2433.75| |
RIPRAP FILTER FABRIC | | |
0012 3050.15 165.300 CY | 285.00000 47110.50| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0013 3051.10 18135.000 LB | 0.60000 10881.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0014 6000.10 35.000 LS | 10000.00000 10000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0015 6000.11 35.000 LS | 10000.00000 10000.00| |
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(4) 1730 | |
|WILKE CONTRACTING CORPORATIO| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 6000.60 55.000 LS | 12000.00000 12000.00| |
PIER NO.1 EXCAVATION | | |
0017 6000.61 55.000 LS | 12000.00000 12000.00| |
PIER NO.2 EXCAVATION | | |
0018 6000.62 55.000 LS | 12000.00000 12000.00| |
PIER NO.3 EXCAVATION | | |
0019 6000.63 55.000 LS | 12000.00000 12000.00| |
PIER NO.4 EXCAVATION | | |
0020 6000.64 55.000 LS | 12000.00000 12000.00| |
PIER NO.5 EXCAVATION | | |
0021 6000.65 55.000 LS | 12000.00000 12000.00| |
PIER NO.6 EXCAVATION | | |
0022 6000.66 55.000 LS | 12000.00000 12000.00| |
PIER NO.7 EXCAVATION | | |
0023 6000.67 55.000 LS | 12000.00000 12000.00| |
PIER NO.8 EXCAVATION | | |
0024 6000.68 55.000 LS | 12000.00000 12000.00| |
PIER NO.9 EXCAVATION | | |
0025 6005.35 100.500 LF | 155.00000 15577.50| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0026 6005.78 64.000 EACH| 890.00000 56960.00| |
EXPANSION BEARING, TFE TYPE | | |
0027 6005.83 16.000 EACH| 450.00000 7200.00| |
FIXED BEARING | | |
0028 6010.22 662.500 CY | 500.00000 331250.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0029 6010.26 974.400 CY | 390.00000 380016.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0030 6011.11 625.100 LS | 626000.00000 626000.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+70 | | |
0031 6080.00 8245.000 LB | 3.00000 24735.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6095.00 30.000 EACH| 750.00000 22500.00| |
STEEL DIAPHRAGM | | |
0033 6105.02 761.000 TON | 35.00000 26635.00| |
ROCK RIPRAP, TYPE B | | |
0034 6131.50 258990.000 LB | 0.65000 168343.50| |
EPOXY COATED REINFORCING STEEL | | |
0035 6200.00 6500.000 LF | 30.00000 195000.00| |
CONCRETE PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(4) 1730 | |
|WILKE CONTRACTING CORPORATIO| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 6251.00 2.000 EACH| 3500.00000 7000.00| |
TEST PILE | | |
0037 6310.00 2601.000 SF | 13.00000 33813.00| |
STEEL SHEET PILING | | |
SECTION TOTALS | $ 2,197,589.25| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0038 0030.70 LUMP| 350.00000 350.00| |
MOBILIZATION | | |
0039 7020.00 4.000 EACH| 1006.00000 4024.00| |
BRIDGE APPROACH SECTIONS | | |
0040 7021.45 4.000 EACH| 900.00000 3600.00| |
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 7,974.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0041 0030.90 LUMP| 12300.00000 12300.00| |
MOBILIZATION | | |
0042 2001.00 320.000 CY | 14.38000 4601.60| |
GRAVEL SURFACE COURSE | | |
0043 4015.00 1.000 EACH| 800.00000 800.00| |
ADJUST MANHOLE TO GRADE | | |
0044 9005.30 1430.000 TON | 28.68000 41012.40| |
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0045 9009.00 255.000 SY | 9.28000 2366.40| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0046 9021.08 77.220 TON | 185.00000 14285.70| |
PERFORMANCE GRADED BINDER (64-28) | | |
0047 9053.00 1340.000 GAL | 1.25000 1675.00| |
TACK COAT | | |
0048 9111.00 16.000 MGAL| 8.00000 128.00| |
WATER | | |
0049 9170.00 22.194 STA | 98.00000 2175.01| |
EARTH SHOULDER CONSTRUCTION | | |
0050 9173.20 3214.000 SY | 2.38000 7649.32| |
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4150X COUNTIES : MERRICK
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 4
PROJECT(S) : BR-2450(2)
====================================================================================================================================
|(4) 1730 | |
|WILKE CONTRACTING CORPORATIO| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 86,993.43| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0051 0001.10 5952.000 BDAY| 1.00000 5952.00| |
BARRICADE, TYPE III | | |
0052 0001.30 992.000 LDAY| 0.75000 744.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0053 0001.90 9920.000 EACH| 0.30000 2976.00| |
SIGN DAY | | |
0054 0002.55 11.100 STA | 8.50000 94.35| |
OVERLAY BROKEN LINES | | |
0055 0010.04 1.000 EACH| 3500.00000 3500.00| |
FIELD OFFICE | | |
0056 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0057 0030.10 LUMP| 500.00000 500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 14,566.35| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,338,728.03| |
====================================================================================================================================