|
Contract Letting October 25, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
CONTRACT DESCRIPTION : EACIM-80-2(78)
I-80, SIDNEY-SUNOL(EB) & SUNOL-CHAPPELL, L-17F LODGEPOLE S-L17F(1002)
INTERCHANGE & L-25A CHAPPELL INTERCHANGE. S-L25A(1002)
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3385 LAFARGE CORPORATION & ITS SUBSIDIARIES $ 6,299,720.13 100.0000%
2 0477 WESTERN ENGINEERING COMPANY, INC. $ 6,350,266.15 100.8023%
3 0083 WERNER CONSTRUCTION, INC. $ 6,394,781.64 101.5089%
4 0875 BROWER CONSTRUCTION CO. $ 6,592,628.17 104.6495%
5 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 6,723,808.47 106.7318%
6 0086 HENNINGSEN CONST., INC. $ 6,800,432.08 107.9481%
7 2252 PAULSEN, INC. $ 7,105,985.64 112.7984%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(1) 3385 |(2) 0477 |(3) 0083
|LAFARGE CORPORATION & ITS SU|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 7 GUARDRAIL
| | |
0001 L020.00 13403.000 SY | 2.00000 26806.00| 1.50000 20104.50| 1.50000 20104.50
EROSION CONTROL | | |
0002 0030.70 LUMP| 8210.00000 8210.00| 3600.00000 3600.00| 10000.00000 10000.00
MOBILIZATION | | |
0003 1033.00 58.500 STA | 158.10000 9248.85| 500.00000 29250.00| 1500.00000 87750.00
ROADWAY GRADING | | |
0004 7011.20 3925.000 LF | 14.00000 54950.00| 14.25000 55931.25| 12.37000 48552.25
W-BEAM GUARDRAIL | | |
0005 7011.30 1025.000 LF | 18.00000 18450.00| 19.00000 19475.00| 19.14000 19618.50
THRIE-BEAM GUARDRAIL | | |
0006 7017.00 9343.500 LF | 2.00000 18687.00| 1.75000 16351.13| 1.89000 17659.22
REMOVE GUARDRAIL | | |
0007 7017.50 762.500 LF | 2.70000 2058.75| 2.00000 1525.00| 2.50000 1906.25
REMOVE & SALVAGE GUARDRAIL | | |
0008 7018.01 562.500 LF | 12.00000 6750.00| 11.00000 6187.50| 11.88000 6682.50
RESET GUARDRAIL | | |
0009 7020.00 16.000 EACH| 1300.00000 20800.00| 1100.00000 17600.00| 1020.00000 16320.00
BRIDGE APPROACH SECTIONS | | |
0010 7022.00 8.000 EACH| 470.00000 3760.00| 385.00000 3080.00| 388.00000 3104.00
END ANCHORAGE ASSEMBLY | | |
0011 7022.50 12.000 EACH| 4600.00000 55200.00| 4450.00000 53400.00| 4337.00000 52044.00
BULLNOSE-12.5' | | |
0012 7024.25 24.000 EACH| 2100.00000 50400.00| 1800.00000 43200.00| 1675.00000 40200.00
GUARDRAIL END TREATMENT, TYPE 1 | | |
0013 7024.27 8.000 EACH| 1800.00000 14400.00| 1500.00000 12000.00| 1435.00000 11480.00
GUARDRAIL END TREATMENT, TYPE II | | |
0014 9188.50 3051.000 SY | 3.00000 9153.00| 16.40000 50036.40| 20.00000 61020.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 298,873.60| $ 331,740.78| $ 396,441.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 9 BITUMINOUS
| | |
0015 L001.02 47.500 ACRE| 518.00000 24605.00| 489.00000 23227.50| 500.00000 23750.00
SEEDING, TYPE B | | |
0016 L032.75 107.250 TON | 90.00000 9652.50| 85.00000 9116.25| 85.00000 9116.25
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(1) 3385 |(2) 0477 |(3) 0083
|LAFARGE CORPORATION & ITS SU|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0002.55 4237.260 STA | 6.00000 25423.56| 8.50000 36016.71| 8.50000 36016.71
OVERLAY BROKEN LINES | | |
0018 0002.60 8635.530 STA | 6.00000 51813.18| 10.50000 90673.07| 10.50000 90673.07
OVERLAY SOLID LINES | | |
0019 0002.61 3375.000 EACH| 24.00000 81000.00| 19.50000 65812.50| 19.50000 65812.50
PLOWABLE PAVEMENT MARKER | | |
0020 0030.90 LUMP| 184825.00000 184825.00| 50000.00000 50000.00| 87510.00000 87510.00
MOBILIZATION | | |
0021 1009.00 LUMP| 4500.00000 4500.00| 1600.00000 1600.00| 1500.00000 1500.00
GENERAL CLEARING AND GRUBBING | | |
0022 1101.00 208.000 SY | 11.00000 2288.00| 10.00000 2080.00| 10.00000 2080.00
REMOVE PAVEMENT | | |
0023 3008.05 40.000 EACH| 21.00000 840.00| 20.00000 800.00| 20.00000 800.00
TIE BARS | | |
0024 3040.11 13.200 SY | 201.00000 2653.20| 195.00000 2574.00| 190.00000 2508.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0025 3040.12 184.300 SY | 157.00000 28935.10| 155.00000 28566.50| 150.00000 27645.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0026 3040.13 594.300 SY | 157.00000 93305.10| 155.00000 92116.50| 150.00000 89145.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0027 3040.18 14.700 SY | 266.00000 3910.20| 255.00000 3748.50| 250.00000 3675.00
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0028 3041.25 12.000 TON | 850.00000 10200.00| 800.00000 9600.00| 800.00000 9600.00
BITUMINOUS PATCHING | | |
0029 3091.42 208.000 SY | 69.00000 14352.00| 65.00000 13520.00| 65.00000 13520.00
12" CONCRETE PAVEMENT, 47B-HE-3625 | | |
0030 3221.05 1648.900 SY | 160.00000 263824.00| 155.00000 255579.50| 150.00000 247335.00
CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | |
REPAIR | | |
0031 7490.03 320500.000 LF | 0.40000 128200.00| 0.33000 105765.00| 0.33000 105765.00
4" YELLOW THERMOPLASTIC | | |
0032 7490.04 398500.000 LF | 0.40000 159400.00| 0.33000 131505.00| 0.33000 131505.00
4" WHITE THERMOPLASTIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(1) 3385 |(2) 0477 |(3) 0083
|LAFARGE CORPORATION & ITS SU|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 7490.12 4000.000 LF | 1.10000 4400.00| 1.00000 4000.00| 1.00000 4000.00
12" WHITE THERMOPLASTIC | | |
0034 8028.00 2405.000 SY | 5.30000 12746.50| 5.10000 12265.50| 5.00000 12025.00
FOUNDATION COURSE REPLACEMENT | | |
0035 9000.75 100.000 TON | 23.20000 2320.00| 11.00000 1100.00| 10.75000 1075.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0036 9005.00 200.000 TON | 88.00000 17600.00| 30.38000 6076.00| 32.59000 6518.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP5(0.375) | | |
0037 9005.23 19620.000 TON | 14.00000 274680.00| 11.20000 219744.00| 10.75000 210915.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0038 9005.56 42150.000 TON | 21.00000 885150.00| 20.85000 878827.50| 19.36000 816024.00
ASPHALTIC CONCRETE, TYPE SP5(0.75) | | |
0039 9005.57 57400.000 TON | 23.00000 1320200.00| 23.00000 1320200.00| 21.03000 1207122.00
ASPHALTIC CONCRETE, TYPE SP5(.375) | | |
0040 9009.00 1877.000 SY | 3.40000 6381.80| 1.90000 3566.30| 2.50000 4692.50
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0041 9020.92 5.400 TON | 165.00000 891.00| 166.00000 896.40| 168.00000 907.20
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0042 9021.03 1059.480 TON | 165.00000 174814.20| 166.00000 175873.68| 168.00000 177992.64
PERFORMANCE GRADED BINDER (58-28) | | |
0043 9021.04 6046.200 TON | 165.00000 997623.00| 219.60000 1327745.52| 210.00000 1269702.00
PERFORMANCE GRADED BINDER (70-28) | | |
0044 9053.00 148040.000 GAL | 0.10000 14804.00| 1.10000 162844.00| 1.00000 148040.00
TACK COAT | | |
0045 9110.01 20.000 HOUR| 75.00000 1500.00| 55.00000 1100.00| 75.00000 1500.00
RENTAL OF LOADER, FULLY OPERATED | | |
0046 9110.02 20.000 HOUR| 65.00000 1300.00| 55.00000 1100.00| 70.00000 1400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0047 9110.03 20.000 HOUR| 65.00000 1300.00| 40.00000 800.00| 55.00000 1100.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0048 9110.07 20.000 HOUR| 40.00000 800.00| 35.00000 700.00| 50.00000 1000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0049 9111.00 38.000 MGAL| 6.00000 228.00| 9.50000 361.00| 12.00000 456.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(1) 3385 |(2) 0477 |(3) 0083
|LAFARGE CORPORATION & ITS SU|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 9140.00 3.600 STA | 250.00000 900.00| 250.00000 900.00| 250.00000 900.00
JOINT SEALING - ASPHALT TO CONCRETE | | |
0051 9170.00 146.558 STA | 45.00000 6595.11| 140.00000 20518.12| 195.00000 28578.81
EARTH SHOULDER CONSTRUCTION | | |
0052 9179.23 419.980 STA | 211.00000 88615.78| 261.00000 109614.78| 245.00000 102895.10
COLD MILLING, CLASS 3 | | |
0053 9179.33 486857.000 SY | 0.50000 243428.50| 0.57000 277508.49| 0.60000 292114.20
COLD MILLING, CLASS 3 | | |
0054 9179.53 224221.000 SY | 2.30000 515708.30| 1.25000 280276.25| 2.05000 459653.05
COLD MILLING, CLASS 3 TYPE A | | |
0055 9179.80 3.000 EACH| 1400.00000 4200.00| 700.00000 2100.00| 2000.00000 6000.00
MILLING CONCRETE FOR INLAYS | | |
0056 9185.76 3811.000 STA | 7.00000 26677.00| 10.00000 38110.00| 7.69000 29306.59
RUMBLE STRIPS, ASPHALT | | |
0057 9300.50 39.954 LS | 45000.00000 45000.00| 15000.00000 15000.00| 20000.00000 20000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 5,737,590.03| $ 5,783,528.57| $ 5,751,873.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0058 0001.00 170.000 CDAY| 504.00000 85680.00| 490.00000 83300.00| 475.00000 80750.00
SURVEILLANCE OF TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0059 0001.08 54055.000 BDAY| 0.50000 27027.50| 0.50000 27027.50| 0.50000 27027.50
BARRICADE, TYPE II | | |
0060 0001.10 2719.000 BDAY| 2.00000 5438.00| 2.10000 5709.90| 1.80000 4894.20
BARRICADE, TYPE III | | |
0061 0001.30 1810.000 LDAY| 2.00000 3620.00| 2.10000 3801.00| 2.25000 4072.50
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0062 0001.75 4392.000 EACH| 1.00000 4392.00| 6.00000 26352.00| 0.95000 4172.40
TEMPORARY SIGN DAY | | |
0063 0001.90 6516.000 EACH| 1.00000 6516.00| 0.40000 2606.40| 0.95000 6190.20
SIGN DAY | | |
0064 0002.30 9600.000 LF | 0.50000 4800.00| 1.00000 9600.00| 0.45000 4320.00
PAVEMENT MARKING REMOVAL | | |
0065 0002.31 12000.000 LF | 0.80000 9600.00| 1.00000 12000.00| 0.72000 8640.00
TEMPORARY PAVEMENT MARKING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(1) 3385 |(2) 0477 |(3) 0083
|LAFARGE CORPORATION & ITS SU|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 0002.97 185.000 DAY | 100.00000 18500.00| 35.00000 6475.00| 95.00000 17575.00
FLASHING ARROW PANEL | | |
0067 0003.10 100.000 DAY | 250.00000 25000.00| 185.00000 18500.00| 175.00000 17500.00
FLAGGING | | |
0068 0003.35 7.000 DAY | 2200.00000 15400.00| 750.00000 5250.00| 2050.00000 14350.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0069 0003.58 6.000 EACH| 3300.00000 19800.00| 4000.00000 24000.00| 3075.00000 18450.00
INERTIAL BARRIER SYSTEM | | |
0070 0003.64 5.000 EACH| 430.00000 2150.00| 275.00000 1375.00| 405.00000 2025.00
REPLACEMENT MODULE | | |
0071 0010.04 1.000 EACH| 3000.00000 3000.00| 4000.00000 4000.00| 1500.00000 1500.00
FIELD OFFICE | | |
0072 0030.10 LUMP| 32333.00000 32333.00| 5000.00000 5000.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 263,256.50| $ 234,996.80| $ 246,466.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,299,720.13| $ 6,350,266.15| $ 6,394,781.64
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(4) 0875 |(5) 2853 |(6) 0086
|BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 7 GUARDRAIL
| | |
0001 L020.00 13403.000 SY | 1.52000 20372.56| 1.63000 21846.89| 1.50000 20104.50
EROSION CONTROL | | |
0002 0030.70 LUMP| 20100.00000 20100.00| 12500.00000 12500.00| 23500.00000 23500.00
MOBILIZATION | | |
0003 1033.00 58.500 STA | 1200.00000 70200.00| 894.73000 52341.71| 1000.00000 58500.00
ROADWAY GRADING | | |
0004 7011.20 3925.000 LF | 12.49000 49023.25| 15.19000 59620.75| 14.68000 57619.00
W-BEAM GUARDRAIL | | |
0005 7011.30 1025.000 LF | 19.33000 19813.25| 18.98000 19454.50| 19.57000 20059.25
THRIE-BEAM GUARDRAIL | | |
0006 7017.00 9343.500 LF | 1.91000 17846.09| 2.17000 20275.40| 1.75000 16351.13
REMOVE GUARDRAIL | | |
0007 7017.50 762.500 LF | 2.53000 1929.13| 2.71000 2066.38| 2.00000 1525.00
REMOVE & SALVAGE GUARDRAIL | | |
0008 7018.01 562.500 LF | 12.00000 6750.00| 11.93000 6710.63| 11.00000 6187.50
RESET GUARDRAIL | | |
0009 7020.00 16.000 EACH| 1030.20000 16483.20| 1328.76000 21260.16| 1100.00000 17600.00
BRIDGE APPROACH SECTIONS | | |
0010 7022.00 8.000 EACH| 391.88000 3135.04| 488.12000 3904.96| 385.00000 3080.00
END ANCHORAGE ASSEMBLY | | |
0011 7022.50 12.000 EACH| 4380.37000 52564.44| 4772.68000 57272.16| 4450.00000 53400.00
BULLNOSE-12.5' | | |
0012 7024.25 24.000 EACH| 1691.75000 40602.00| 2169.40000 52065.60| 1854.00000 44496.00
GUARDRAIL END TREATMENT, TYPE 1 | | |
0013 7024.27 8.000 EACH| 1449.35000 11594.80| 1789.76000 14318.08| 1545.00000 12360.00
GUARDRAIL END TREATMENT, TYPE II | | |
0014 9188.50 3051.000 SY | 17.20000 52477.20| 16.98000 51805.98| 20.00000 61020.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 382,890.96| $ 395,443.20| $ 395,802.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 9 BITUMINOUS
| | |
0015 L001.02 47.500 ACRE| 493.89000 23459.78| 530.42000 25194.95| 489.00000 23227.50
SEEDING, TYPE B | | |
0016 L032.75 107.250 TON | 85.85000 9207.41| 92.20000 9888.45| 85.00000 9116.25
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(4) 0875 |(5) 2853 |(6) 0086
|BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0002.55 4237.260 STA | 8.59000 36398.06| 6.45000 27330.33| 8.50000 36016.71
OVERLAY BROKEN LINES | | |
0018 0002.60 8635.530 STA | 10.61000 91622.97| 6.51000 56217.30| 10.50000 90673.07
OVERLAY SOLID LINES | | |
0019 0002.61 3375.000 EACH| 22.16000 74790.00| 21.15000 71381.25| 22.16000 74790.00
PLOWABLE PAVEMENT MARKER | | |
0020 0030.90 LUMP| 128043.62000 128043.62| 70645.50000 70645.50| 100000.00000 100000.00
MOBILIZATION | | |
0021 1009.00 LUMP| 3500.00000 3500.00| 1023.00000 1023.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0022 1101.00 208.000 SY | 10.10000 2100.80| 13.02000 2708.16| 10.00000 2080.00
REMOVE PAVEMENT | | |
0023 3008.05 40.000 EACH| 20.20000 808.00| 6.51000 260.40| 20.00000 800.00
TIE BARS | | |
0024 3040.11 13.200 SY | 191.90000 2533.08| 157.41000 2077.81| 190.00000 2508.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0025 3040.12 184.300 SY | 151.50000 27921.45| 121.54000 22399.82| 154.50000 28474.35
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0026 3040.13 594.300 SY | 151.50000 90036.45| 104.60000 62163.78| 154.50000 91819.35
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0027 3040.18 14.700 SY | 252.50000 3711.75| 379.64000 5580.71| 250.00000 3675.00
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0028 3041.25 12.000 TON | 808.00000 9696.00| 653.01000 7836.12| 800.00000 9600.00
BITUMINOUS PATCHING | | |
0029 3091.42 208.000 SY | 65.65000 13655.20| 58.71000 12211.68| 65.00000 13520.00
12" CONCRETE PAVEMENT, 47B-HE-3625 | | |
0030 3221.05 1648.900 SY | 151.50000 249808.35| 133.09000 219452.10| 154.50000 254755.05
CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | |
REPAIR | | |
0031 7490.03 320500.000 LF | 0.33000 105765.00| 0.36000 115380.00| 0.33000 105765.00
4" YELLOW THERMOPLASTIC | | |
0032 7490.04 398500.000 LF | 0.33000 131505.00| 0.36000 143460.00| 0.33000 131505.00
4" WHITE THERMOPLASTIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(4) 0875 |(5) 2853 |(6) 0086
|BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 7490.12 4000.000 LF | 1.00000 4000.00| 1.08000 4320.00| 1.00000 4000.00
12" WHITE THERMOPLASTIC | | |
0034 8028.00 2405.000 SY | 5.05000 12145.25| 17.20000 41366.00| 5.00000 12025.00
FOUNDATION COURSE REPLACEMENT | | |
0035 9000.75 100.000 TON | 13.73000 1373.00| 15.66000 1566.00| 10.00000 1000.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0036 9005.00 200.000 TON | 79.17000 15834.00| 33.32000 6664.00| 40.00000 8000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP5(0.375) | | |
0037 9005.23 19620.000 TON | 13.78000 270363.60| 14.25000 279585.00| 13.68000 268401.60
ASPHALTIC CONCRETE, TYPE SPS | | |
0038 9005.56 42150.000 TON | 21.66000 912969.00| 22.03000 928564.50| 22.38000 943317.00
ASPHALTIC CONCRETE, TYPE SP5(0.75) | | |
0039 9005.57 57400.000 TON | 21.95000 1259930.00| 24.65000 1414910.00| 25.20000 1446480.00
ASPHALTIC CONCRETE, TYPE SP5(.375) | | |
0040 9009.00 1877.000 SY | 1.50000 2815.50| 4.46000 8371.42| 2.00000 3754.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0041 9020.92 5.400 TON | 166.66000 899.96| 165.00000 891.00| 164.20000 886.68
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0042 9021.03 1059.480 TON | 166.66000 176572.94| 165.00000 174814.20| 164.20000 173966.62
PERFORMANCE GRADED BINDER (58-28) | | |
0043 9021.04 6046.200 TON | 213.15000 1288747.53| 211.00000 1275748.20| 212.00000 1281794.40
PERFORMANCE GRADED BINDER (70-28) | | |
0044 9053.00 148040.000 GAL | 0.80000 118432.00| 0.83000 122873.20| 0.90000 133236.00
TACK COAT | | |
0045 9110.01 20.000 HOUR| 65.00000 1300.00| 63.88000 1277.60| 45.00000 900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0046 9110.02 20.000 HOUR| 65.00000 1300.00| 57.56000 1151.20| 85.00000 1700.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0047 9110.03 20.000 HOUR| 55.00000 1100.00| 46.08000 921.60| 45.00000 900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0048 9110.07 20.000 HOUR| 50.00000 1000.00| 45.55000 911.00| 45.00000 900.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0049 9111.00 38.000 MGAL| 9.00000 342.00| 8.96000 340.48| 5.00000 190.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(4) 0875 |(5) 2853 |(6) 0086
|BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 9140.00 3.600 STA | 252.50000 909.00| 208.73000 751.43| 250.00000 900.00
JOINT SEALING - ASPHALT TO CONCRETE | | |
0051 9170.00 146.558 STA | 85.00000 12457.43| 106.80000 15652.39| 150.00000 21983.70
EARTH SHOULDER CONSTRUCTION | | |
0052 9179.23 419.980 STA | 233.38000 98014.93| 253.15000 106317.94| 233.00000 97855.34
COLD MILLING, CLASS 3 | | |
0053 9179.33 486857.000 SY | 0.61000 296982.77| 0.70000 340799.90| 0.57000 277508.49
COLD MILLING, CLASS 3 | | |
0054 9179.53 224221.000 SY | 1.93000 432746.53| 2.01000 450684.21| 1.89000 423777.69
COLD MILLING, CLASS 3 TYPE A | | |
0055 9179.80 3.000 EACH| 900.00000 2700.00| 976.23000 2928.69| 1000.00000 3000.00
MILLING CONCRETE FOR INLAYS | | |
0056 9185.76 3811.000 STA | 10.00000 38110.00| 10.85000 41349.35| 6.50000 24771.50
RUMBLE STRIPS, ASPHALT | | |
0057 9300.50 39.954 LS | 7500.00000 7500.00| 1750.25000 1750.25| 5000.00000 5000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 5,963,108.36| $ 6,079,720.92| $ 6,117,073.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0058 0001.00 170.000 CDAY| 494.90000 84133.00| 515.23000 87589.10| 490.00000 83300.00
SURVEILLANCE OF TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0059 0001.08 54055.000 BDAY| 0.50000 27027.50| 0.50000 27027.50| 0.50000 27027.50
BARRICADE, TYPE II | | |
0060 0001.10 2719.000 BDAY| 2.13000 5791.47| 1.95000 5302.05| 2.10000 5709.90
BARRICADE, TYPE III | | |
0061 0001.30 1810.000 LDAY| 2.13000 3855.30| 2.44000 4416.40| 2.10000 3801.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0062 0001.75 4392.000 EACH| 6.06000 26615.52| 1.03000 4523.76| 6.00000 26352.00
TEMPORARY SIGN DAY | | |
0063 0001.90 6516.000 EACH| 0.41000 2671.56| 1.03000 6711.48| 1.00000 6516.00
SIGN DAY | | |
0064 0002.30 9600.000 LF | 1.01000 9696.00| 0.49000 4704.00| 1.00000 9600.00
PAVEMENT MARKING REMOVAL | | |
0065 0002.31 12000.000 LF | 1.01000 12120.00| 0.78000 9360.00| 1.00000 12000.00
TEMPORARY PAVEMENT MARKING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(4) 0875 |(5) 2853 |(6) 0086
|BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 0002.97 185.000 DAY | 35.35000 6539.75| 103.05000 19064.25| 75.00000 13875.00
FLASHING ARROW PANEL | | |
0067 0003.10 100.000 DAY | 205.00000 20500.00| 181.10000 18110.00| 200.00000 20000.00
FLAGGING | | |
0068 0003.35 7.000 DAY | 750.00000 5250.00| 813.53000 5694.71| 2000.00000 14000.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0069 0003.58 6.000 EACH| 4040.00000 24240.00| 3335.45000 20012.70| 4000.00000 24000.00
INERTIAL BARRIER SYSTEM | | |
0070 0003.64 5.000 EACH| 277.75000 1388.75| 439.30000 2196.50| 275.00000 1375.00
REPLACEMENT MODULE | | |
0071 0010.04 1.000 EACH| 2000.00000 2000.00| 1933.24000 1933.24| 5000.00000 5000.00
FIELD OFFICE | | |
0072 0030.10 LUMP| 14800.00000 14800.00| 31998.66000 31998.66| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 246,628.85| $ 248,644.35| $ 287,556.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,592,628.17| $ 6,723,808.47| $ 6,800,432.08
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(7) 2252 | |
|PAULSEN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 7 GUARDRAIL
| | |
0001 L020.00 13403.000 SY | 1.60000 21444.80| |
EROSION CONTROL | | |
0002 0030.70 LUMP| 12600.00000 12600.00| |
MOBILIZATION | | |
0003 1033.00 58.500 STA | 1250.00000 73125.00| |
ROADWAY GRADING | | |
0004 7011.20 3925.000 LF | 13.00000 51025.00| |
W-BEAM GUARDRAIL | | |
0005 7011.30 1025.000 LF | 20.10000 20602.50| |
THRIE-BEAM GUARDRAIL | | |
0006 7017.00 9343.500 LF | 2.00000 18687.00| |
REMOVE GUARDRAIL | | |
0007 7017.50 762.500 LF | 2.65000 2020.63| |
REMOVE & SALVAGE GUARDRAIL | | |
0008 7018.01 562.500 LF | 12.50000 7031.25| |
RESET GUARDRAIL | | |
0009 7020.00 16.000 EACH| 1070.00000 17120.00| |
BRIDGE APPROACH SECTIONS | | |
0010 7022.00 8.000 EACH| 408.00000 3264.00| |
END ANCHORAGE ASSEMBLY | | |
0011 7022.50 12.000 EACH| 4550.00000 54600.00| |
BULLNOSE-12.5' | | |
0012 7024.25 24.000 EACH| 1760.00000 42240.00| |
GUARDRAIL END TREATMENT, TYPE 1 | | |
0013 7024.27 8.000 EACH| 1500.00000 12000.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
0014 9188.50 3051.000 SY | 21.25000 64833.75| |
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 400,593.93| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 9 BITUMINOUS
| | |
0015 L001.02 47.500 ACRE| 530.00000 25175.00| |
SEEDING, TYPE B | | |
0016 L032.75 107.250 TON | 92.00000 9867.00| |
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(7) 2252 | |
|PAULSEN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0002.55 4237.260 STA | 9.20000 38982.79| |
OVERLAY BROKEN LINES | | |
0018 0002.60 8635.530 STA | 11.35000 98013.27| |
OVERLAY SOLID LINES | | |
0019 0002.61 3375.000 EACH| 21.10000 71212.50| |
PLOWABLE PAVEMENT MARKER | | |
0020 0030.90 LUMP| 64000.00000 64000.00| |
MOBILIZATION | | |
0021 1009.00 LUMP| 2750.00000 2750.00| |
GENERAL CLEARING AND GRUBBING | | |
0022 1101.00 208.000 SY | 10.80000 2246.40| |
REMOVE PAVEMENT | | |
0023 3008.05 40.000 EACH| 21.60000 864.00| |
TIE BARS | | |
0024 3040.11 13.200 SY | 205.50000 2712.60| |
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0025 3040.12 184.300 SY | 162.20000 29893.46| |
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0026 3040.13 594.300 SY | 162.20000 96395.46| |
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0027 3040.18 14.700 SY | 270.00000 3969.00| |
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0028 3041.25 12.000 TON | 865.00000 10380.00| |
BITUMINOUS PATCHING | | |
0029 3091.42 208.000 SY | 70.30000 14622.40| |
12" CONCRETE PAVEMENT, 47B-HE-3625 | | |
0030 3221.05 1648.900 SY | 162.20000 267451.58| |
CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | |
REPAIR | | |
0031 7490.03 320500.000 LF | 0.36000 115380.00| |
4" YELLOW THERMOPLASTIC | | |
0032 7490.04 398500.000 LF | 0.36000 143460.00| |
4" WHITE THERMOPLASTIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(7) 2252 | |
|PAULSEN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 7490.12 4000.000 LF | 1.08000 4320.00| |
12" WHITE THERMOPLASTIC | | |
0034 8028.00 2405.000 SY | 5.40000 12987.00| |
FOUNDATION COURSE REPLACEMENT | | |
0035 9000.75 100.000 TON | 13.26000 1326.00| |
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0036 9005.00 200.000 TON | 31.25000 6250.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP5(0.375) | | |
0037 9005.23 19620.000 TON | 13.26000 260161.20| |
ASPHALTIC CONCRETE, TYPE SPS | | |
0038 9005.56 42150.000 TON | 23.90000 1007385.00| |
ASPHALTIC CONCRETE, TYPE SP5(0.75) | | |
0039 9005.57 57400.000 TON | 25.05000 1437870.00| |
ASPHALTIC CONCRETE, TYPE SP5(.375) | | |
0040 9009.00 1877.000 SY | 2.25000 4223.25| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0041 9020.92 5.400 TON | 179.50000 969.30| |
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0042 9021.03 1059.480 TON | 179.50000 190176.66| |
PERFORMANCE GRADED BINDER (58-28) | | |
0043 9021.04 6046.200 TON | 234.20000 1416020.04| |
PERFORMANCE GRADED BINDER (70-28) | | |
0044 9053.00 148040.000 GAL | 0.93000 137677.20| |
TACK COAT | | |
0045 9110.01 20.000 HOUR| 54.00000 1080.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0046 9110.02 20.000 HOUR| 54.00000 1080.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0047 9110.03 20.000 HOUR| 47.00000 940.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0048 9110.07 20.000 HOUR| 37.00000 740.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0049 9111.00 38.000 MGAL| 15.00000 570.00| |
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(7) 2252 | |
|PAULSEN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 9140.00 3.600 STA | 270.00000 972.00| |
JOINT SEALING - ASPHALT TO CONCRETE | | |
0051 9170.00 146.558 STA | 93.30000 13673.86| |
EARTH SHOULDER CONSTRUCTION | | |
0052 9179.23 419.980 STA | 270.40000 113562.59| |
COLD MILLING, CLASS 3 | | |
0053 9179.33 486857.000 SY | 0.63000 306719.91| |
COLD MILLING, CLASS 3 | | |
0054 9179.53 224221.000 SY | 2.16000 484317.36| |
COLD MILLING, CLASS 3 TYPE A | | |
0055 9179.80 3.000 EACH| 1500.00000 4500.00| |
MILLING CONCRETE FOR INLAYS | | |
0056 9185.76 3811.000 STA | 10.80000 41158.80| |
RUMBLE STRIPS, ASPHALT | | |
0057 9300.50 39.954 LS | 14000.00000 14000.00| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 6,460,055.63| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0058 0001.00 170.000 CDAY| 530.00000 90100.00| |
SURVEILLANCE OF TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0059 0001.08 54055.000 BDAY| 0.50000 27027.50| |
BARRICADE, TYPE II | | |
0060 0001.10 2719.000 BDAY| 2.30000 6253.70| |
BARRICADE, TYPE III | | |
0061 0001.30 1810.000 LDAY| 2.30000 4163.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0062 0001.75 4392.000 EACH| 6.50000 28548.00| |
TEMPORARY SIGN DAY | | |
0063 0001.90 6516.000 EACH| 0.43000 2801.88| |
SIGN DAY | | |
0064 0002.30 9600.000 LF | 1.10000 10560.00| |
PAVEMENT MARKING REMOVAL | | |
0065 0002.31 12000.000 LF | 1.10000 13200.00| |
TEMPORARY PAVEMENT MARKING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 5736 COUNTIES : CHEYENNE DEUEL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 5
PROJECT(S) : EACIM-80-2(74)
EACIM-80-2(78)
S-L17F(1002)
S-L25A(1002)
====================================================================================================================================
|(7) 2252 | |
|PAULSEN, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 0002.97 185.000 DAY | 38.00000 7030.00| |
FLASHING ARROW PANEL | | |
0067 0003.10 100.000 DAY | 168.00000 16800.00| |
FLAGGING | | |
0068 0003.35 7.000 DAY | 811.00000 5677.00| |
MOBILE TRAFFIC CONTROL OPERATION | | |
0069 0003.58 6.000 EACH| 4325.00000 25950.00| |
INERTIAL BARRIER SYSTEM | | |
0070 0003.64 5.000 EACH| 300.00000 1500.00| |
REPLACEMENT MODULE | | |
0071 0010.04 1.000 EACH| 2725.00000 2725.00| |
FIELD OFFICE | | |
0072 0030.10 LUMP| 3000.00000 3000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 245,336.08| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 7,105,985.64| |
====================================================================================================================================