|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
CONTRACT DESCRIPTION :
ON N-32 WEST OF WEST POINT.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0574 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED
0574 IN THIS LETTING IS LIMITED TO $10,000,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0574 CONSTRUCTORS, INC. $ 1,503,827.53 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 1,570,222.65 104.4150%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,573,835.74 104.6553%
4 0086 HENNINGSEN CONST., INC. $ 1,594,000.59 105.9962%
5 0875 BROWER CONSTRUCTION CO. $ 1,606,462.43 106.8249%
6 1661 U.S. ASPHALT CO. $ 1,645,547.40 109.4239%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 5 SEEDING
| | |
0001 L001.02 17.000 ACRE| 335.00000 5695.00| 334.00000 5678.00| 465.00000 7905.00
SEEDING, TYPE B | | |
0002 L032.75 38.000 TON | 52.50000 1995.00| 52.00000 1976.00| 70.00000 2660.00
MULCH | | |
0003 0030.50 LUMP| 305.00000 305.00| 500.00000 500.00| 900.00000 900.00
MOBILIZATION | | |
SECTION TOTALS | $ 7,995.00| $ 8,154.00| $ 11,465.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 150+30.00
1-32'-6" & 2-23'-9" SPANS CONCRETE SLAB BR.- WIDEN & OVERLAY
| | |
0004 0030.60 LUMP| 36800.00000 36800.00| 36080.00000 36080.00| 36000.00000 36000.00
MOBILIZATION | | |
0005 1010.01 720.000 CY | 7.15000 5148.00| 7.00000 5040.00| 7.00000 5040.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1043.50 350.000 SY | 3.05000 1067.50| 3.00000 1050.00| 3.00000 1050.00
RIPRAP FILTER FABRIC | | |
0007 3050.15 176.700 CY | 222.00000 39227.40| 220.00000 38874.00| 210.00000 37107.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0008 3051.10 18900.000 LB | 0.80000 15120.00| 0.79000 14931.00| 0.50000 9450.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0009 6000.10 30.000 LS | 14250.00000 14250.00| 14000.00000 14000.00| 14000.00000 14000.00
ABUTMENT NO.1 EXCAVATION | | |
0010 6000.11 30.000 LS | 14250.00000 14250.00| 14000.00000 14000.00| 14000.00000 14000.00
ABUTMENT NO.2 EXCAVATION | | |
0011 6007.01 237.000 SY | 20.25000 4799.25| 20.00000 4740.00| 22.00000 5214.00
CLASS I REPAIR | | |
0012 6007.02 47.000 SY | 112.00000 5264.00| 110.00000 5170.00| 115.00000 5405.00
CLASS II REPAIR | | |
0013 6007.03 5.000 SY | 204.00000 1020.00| 200.00000 1000.00| 220.00000 1100.00
CLASS III REPAIR | | |
0014 6008.40 367.500 SY | 51.00000 18742.50| 50.00000 18375.00| 50.00000 18375.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0015 6010.22 31.600 CY | 590.00000 18644.00| 580.00000 18328.00| 585.00000 18486.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 6010.26 72.800 CY | 535.00000 38948.00| 530.00000 38584.00| 535.00000 38948.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0017 6016.02 20.400 CY | 525.00000 10710.00| 520.00000 10608.00| 525.00000 10710.00
CONCRETE FOR OVERLAYS-SF | | |
0018 6030.00 1.000 EACH| 75500.00000 75500.00| 74000.00000 74000.00| 74000.00000 74000.00
PREPARATION OF BRIDGE AT STA. 150+30.00 | | |
0019 6105.01 22.000 TON | 26.25000 577.50| 26.00000 572.00| 26.00000 572.00
ROCK RIPRAP, TYPE A | | |
0020 6105.02 257.000 TON | 26.25000 6746.25| 26.00000 6682.00| 26.00000 6682.00
ROCK RIPRAP, TYPE B | | |
0021 6131.50 22340.000 LB | 0.71000 15861.40| 0.70000 15638.00| 0.70000 15638.00
EPOXY COATED REINFORCING STEEL | | |
0022 6139.50 260.000 SY | 40.50000 10530.00| 40.00000 10400.00| 40.00000 10400.00
SUBSURFACE DRAINAGE MATTING | | |
0023 6200.00 1170.000 LF | 27.25000 31882.50| 27.00000 31590.00| 27.00000 31590.00
CONCRETE PILING | | |
0024 6510.55 50.000 LS | 10200.00000 10200.00| 10000.00000 10000.00| 10000.00000 10000.00
TEMPORARY BRIDGE SHORING | | |
0025 8091.00 65.000 CY | 27.25000 1771.25| 27.00000 1755.00| 27.00000 1755.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 377,059.55| $ 371,417.00| $ 365,522.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0026 0030.70 LUMP| 51.00000 51.00| 1400.00000 1400.00| 1100.00000 1100.00
MOBILIZATION | | |
0027 1033.00 4.200 STA | 505.00000 2121.00| 3360.00000 14112.00| 800.00000 3360.00
ROADWAY GRADING | | |
0028 7001.50 4.000 EACH| 305.00000 1220.00| 300.00000 1200.00| 300.00000 1200.00
CULVERT MOUNTED GUARDRAIL POST | | |
0029 7011.20 381.250 LF | 11.15000 4250.94| 11.00000 4193.75| 11.00000 4193.75
W-BEAM GUARDRAIL | | |
0030 7017.00 1037.500 LF | 1.52000 1577.00| 1.50000 1556.25| 1.50000 1556.25
REMOVE GUARDRAIL | | |
0031 7020.00 4.000 EACH| 1015.00000 4060.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
0032 7024.27 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1500.00000 12000.00
GUARDRAIL END TREATMENT, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 25,279.94| $ 38,462.00| $ 27,410.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0033 L020.00 2210.000 SY | 1.52000 3359.20| 1.50000 3315.00| 1.30000 2873.00
EROSION CONTROL | | |
0034 L022.11 616.000 LF | 3.05000 1878.80| 3.00000 1848.00| 2.50000 1540.00
FABRIC SILT FENCE-LOW POROSITY | | |
0035 0002.55 616.700 STA | 6.05000 3731.04| 7.00000 4316.90| 7.00000 4316.90
OVERLAY BROKEN LINES | | |
0036 0002.60 1233.400 STA | 6.05000 7462.07| 8.00000 9867.20| 7.00000 8633.80
OVERLAY SOLID LINES | | |
0037 0030.90 LUMP| 20500.00000 20500.00| 35500.00000 35500.00| 22000.00000 22000.00
MOBILIZATION | | |
0038 1009.00 LUMP| 1250.00000 1250.00| 2500.00000 2500.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0039 1010.01 2298.000 CY | 4.55000 10455.90| 4.50000 10341.00| 4.50000 10341.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0040 1012.00 7.000 EACH| 65.00000 455.00| 75.00000 525.00| 70.00000 490.00
RIGHT-OF-WAY MARKERS | | |
0041 1043.50 947.000 SY | 2.55000 2414.85| 1.80000 1704.60| 2.50000 2367.50
RIPRAP FILTER FABRIC | | |
0042 1101.00 266.000 SY | 8.15000 2167.90| 5.10000 1356.60| 26.00000 6916.00
REMOVE PAVEMENT | | |
0043 1102.05 13107.000 SY | 1.00000 13107.00| 2.10000 27524.70| 1.15000 15073.05
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0044 2001.00 190.000 CY | 13.00000 2470.00| 10.50000 1995.00| 16.00000 3040.00
GRAVEL SURFACE COURSE | | |
0045 2010.00 5.000 CY | 45.00000 225.00| 31.50000 157.50| 28.00000 140.00
CRUSHED ROCK SURFACE COURSE | | |
0046 2020.00 466.000 SY | 5.25000 2446.50| 6.50000 3029.00| 3.00000 1398.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0047 2021.00 8.000 EACH| 51.00000 408.00| 50.00000 400.00| 50.00000 400.00
MAILBOX POST | | |
0048 6105.02 1190.000 TON | 30.00000 35700.00| 20.35000 24216.50| 26.00000 30940.00
ROCK RIPRAP, TYPE B | | |
0049 9000.75 500.000 TON | 18.40000 9200.00| 19.15000 9575.00| 19.50000 9750.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(0.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 9005.00 100.000 TON | 40.00000 4000.00| 29.15000 2915.00| 45.00000 4500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(0.5) | | |
0051 9005.45 27990.000 TON | 18.75000 524812.50| 19.15000 536008.50| 21.20000 593388.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0052 9009.00 3688.000 SY | 2.60000 9588.80| 2.00000 7376.00| 2.00000 7376.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0053 9009.75 475.000 SY | 34.00000 16150.00| 45.00000 21375.00| 45.00000 21375.00
TEMPORARY SURFACING | | |
0054 9020.91 27.000 TON | 151.00000 4077.00| 152.00000 4104.00| 152.00000 4104.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0055 9021.01 1565.460 TON | 151.00000 236384.46| 152.00000 237949.92| 152.00000 237949.92
PERFORMANCE GRADED BINDER (64-22) | | |
0056 9053.00 20520.000 GAL | 0.75000 15390.00| 1.00000 20520.00| 0.80000 16416.00
TACK COAT | | |
0057 9111.00 164.000 MGAL| 7.00000 1148.00| 8.00000 1312.00| 1.00000 164.00
WATER | | |
0058 9150.00 82286.000 SY | 0.27000 22217.22| 0.23000 18925.78| 0.19000 15634.34
CRACKING AND SEATING CONCRETE PAVEMENT | | |
0059 9170.00 612.967 STA | 66.00000 40455.82| 70.00000 42907.69| 70.00000 42907.69
EARTH SHOULDER CONSTRUCTION | | |
0060 9173.15 605.885 STA | 35.00000 21205.98| 32.50000 19691.26| 24.00000 14541.24
TRENCHED WIDENING | | |
0061 9186.00 278.000 SY | 21.20000 5893.60| 36.00000 10008.00| 12.00000 3336.00
CONCRETE SURFACE MILLING | | |
0062 9188.50 826.000 SY | 17.00000 14042.00| 20.00000 16520.00| 24.00000 19824.00
SURFACING UNDER GUARDRAIL | | |
0063 9300.50 5.844 LS | 2000.00000 2000.00| 3000.00000 3000.00| 2000.00000 2000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,034,596.64| $ 1,080,785.15| $ 1,106,235.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0064 0001.08 10320.000 BDAY| 0.50000 5160.00| 0.50000 5160.00| 0.50000 5160.00
BARRICADE, TYPE II | | |
0065 0001.10 1188.000 BDAY| 2.00000 2376.00| 2.50000 2970.00| 2.00000 2376.00
BARRICADE, TYPE III | | |
0066 0001.30 444.000 LDAY| 1.00000 444.00| 2.00000 888.00| 1.00000 444.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(1) 0574 |(2) 0083 |(3) 0477
|CONSTRUCTORS, INC. |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 0001.75 560.000 EACH| 4.00000 2240.00| 5.00000 2800.00| 4.50000 2520.00
TEMPORARY SIGN DAY | | |
0068 0001.90 8388.000 EACH| 0.30000 2516.40| 0.50000 4194.00| 0.35000 2935.80
SIGN DAY | | |
0069 0002.30 950.000 LF | 0.70000 665.00| 0.65000 617.50| 0.65000 617.50
PAVEMENT MARKING REMOVAL | | |
0070 0002.39 300.000 LF | 1.80000 540.00| 1.75000 525.00| 1.75000 525.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0071 0003.10 70.000 DAY | 165.00000 11550.00| 175.00000 12250.00| 190.00000 13300.00
FLAGGING | | |
0072 0003.20 20.000 DAY | 225.00000 4500.00| 275.00000 5500.00| 290.00000 5800.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0073 0003.51 800.000 LF | 12.60000 10080.00| 15.00000 12000.00| 11.00000 8800.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0074 0003.56 400.000 LF | 1.20000 480.00| 7.50000 3000.00| 4.00000 1600.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0075 0003.75 1.000 EACH| 12100.00000 12100.00| 12100.00000 12100.00| 12500.00000 12500.00
TEMPORARY TRAFFIC SIGNAL | | |
0076 0010.04 1.000 EACH| 2600.00000 2600.00| 1000.00000 1000.00| 3000.00000 3000.00
FIELD OFFICE | | |
0077 0030.00 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 1000.00000 1000.00
MOBILIZATION | | |
0078 9110.01 15.000 HOUR| 53.00000 795.00| 75.00000 1125.00| 60.00000 900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0079 9110.02 10.000 HOUR| 65.00000 650.00| 70.00000 700.00| 60.00000 600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0080 9110.03 15.000 HOUR| 45.00000 675.00| 55.00000 825.00| 45.00000 675.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0081 9110.07 15.000 HOUR| 35.00000 525.00| 50.00000 750.00| 30.00000 450.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 58,896.40| $ 71,404.50| $ 63,203.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,503,827.53| $ 1,570,222.65| $ 1,573,835.74
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(4) 0086 |(5) 0875 |(6) 1661
|HENNINGSEN CONST., INC. |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 5 SEEDING
| | |
0001 L001.02 17.000 ACRE| 463.62000 7881.54| 468.26000 7960.42| 341.87000 5811.79
SEEDING, TYPE B | | |
0002 L032.75 38.000 TON | 70.00000 2660.00| 70.70000 2686.60| 53.23000 2022.74
MULCH | | |
0003 0030.50 LUMP| 850.00000 850.00| 858.50000 858.50| 307.07000 307.07
MOBILIZATION | | |
SECTION TOTALS | $ 11,391.54| $ 11,505.52| $ 8,141.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 150+30.00
1-32'-6" & 2-23'-9" SPANS CONCRETE SLAB BR.- WIDEN & OVERLAY
| | |
0004 0030.60 LUMP| 35000.00000 35000.00| 36090.80000 36090.80| 35824.77000 35824.77
MOBILIZATION | | |
0005 1010.01 720.000 CY | 7.00000 5040.00| 7.00000 5040.00| 7.16000 5155.20
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1043.50 350.000 SY | 3.00000 1050.00| 3.00000 1050.00| 3.07000 1074.50
RIPRAP FILTER FABRIC | | |
0007 3050.15 176.700 CY | 210.00000 37107.00| 222.20000 39262.74| 231.33000 40876.01
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0008 3051.10 18900.000 LB | 0.50000 9450.00| 0.80000 15120.00| 0.81000 15309.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0009 6000.10 30.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 14329.91000 14329.91
ABUTMENT NO.1 EXCAVATION | | |
0010 6000.11 30.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 14329.91000 14329.91
ABUTMENT NO.2 EXCAVATION | | |
0011 6007.01 237.000 SY | 20.00000 4740.00| 20.00000 4740.00| 20.47000 4851.39
CLASS I REPAIR | | |
0012 6007.02 47.000 SY | 110.00000 5170.00| 110.00000 5170.00| 112.59000 5291.73
CLASS II REPAIR | | |
0013 6007.03 5.000 SY | 200.00000 1000.00| 200.00000 1000.00| 204.71000 1023.55
CLASS III REPAIR | | |
0014 6008.40 367.500 SY | 50.00000 18375.00| 50.00000 18375.00| 51.18000 18808.65
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0015 6010.22 31.600 CY | 580.00000 18328.00| 580.00000 18328.00| 593.67000 18759.97
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(4) 0086 |(5) 0875 |(6) 1661
|HENNINGSEN CONST., INC. |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 6010.26 72.800 CY | 530.00000 38584.00| 530.00000 38584.00| 542.49000 39493.27
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0017 6016.02 20.400 CY | 520.00000 10608.00| 520.00000 10608.00| 532.25000 10857.90
CONCRETE FOR OVERLAYS-SF | | |
0018 6030.00 1.000 EACH| 74000.00000 74000.00| 74000.00000 74000.00| 75743.81000 75743.81
PREPARATION OF BRIDGE AT STA. 150+30.00 | | |
0019 6105.01 22.000 TON | 26.00000 572.00| 26.00000 572.00| 26.61000 585.42
ROCK RIPRAP, TYPE A | | |
0020 6105.02 257.000 TON | 26.00000 6682.00| 26.00000 6682.00| 26.61000 6838.77
ROCK RIPRAP, TYPE B | | |
0021 6131.50 22340.000 LB | 0.70000 15638.00| 0.70000 15638.00| 0.72000 16084.80
EPOXY COATED REINFORCING STEEL | | |
0022 6139.50 260.000 SY | 40.00000 10400.00| 40.00000 10400.00| 40.94000 10644.40
SUBSURFACE DRAINAGE MATTING | | |
0023 6200.00 1170.000 LF | 27.00000 31590.00| 27.00000 31590.00| 27.64000 32338.80
CONCRETE PILING | | |
0024 6510.55 50.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10235.65000 10235.65
TEMPORARY BRIDGE SHORING | | |
0025 8091.00 65.000 CY | 27.00000 1755.00| 27.00000 1755.00| 27.64000 1796.60
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 363,089.00| $ 372,005.54| $ 380,254.01
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0026 0030.70 LUMP| 1050.00000 1050.00| 10050.75000 10050.75| 1023.56000 1023.56
MOBILIZATION | | |
0027 1033.00 4.200 STA | 800.00000 3360.00| 1000.00000 4200.00| 818.85000 3439.17
ROADWAY GRADING | | |
0028 7001.50 4.000 EACH| 300.00000 1200.00| 304.50000 1218.00| 320.38000 1281.52
CULVERT MOUNTED GUARDRAIL POST | | |
0029 7011.20 381.250 LF | 11.00000 4193.75| 11.17000 4258.56| 11.26000 4292.88
W-BEAM GUARDRAIL | | |
0030 7017.00 1037.500 LF | 1.50000 1556.25| 1.52000 1577.00| 1.54000 1597.75
REMOVE GUARDRAIL | | |
0031 7020.00 4.000 EACH| 1000.00000 4000.00| 1015.00000 4060.00| 1023.56000 4094.24
BRIDGE APPROACH SECTIONS | | |
0032 7024.27 8.000 EACH| 1500.00000 12000.00| 1522.50000 12180.00| 1535.35000 12282.80
GUARDRAIL END TREATMENT, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(4) 0086 |(5) 0875 |(6) 1661
|HENNINGSEN CONST., INC. |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 27,360.00| $ 37,544.31| $ 28,011.92
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0033 L020.00 2210.000 SY | 1.30000 2873.00| 1.32000 2917.20| 1.54000 3403.40
EROSION CONTROL | | |
0034 L022.11 616.000 LF | 2.50000 1540.00| 2.53000 1558.48| 3.07000 1891.12
FABRIC SILT FENCE-LOW POROSITY | | |
0035 0002.55 616.700 STA | 7.00000 4316.90| 7.07000 4360.07| 6.14000 3786.54
OVERLAY BROKEN LINES | | |
0036 0002.60 1233.400 STA | 7.00000 8633.80| 7.07000 8720.14| 6.14000 7573.08
OVERLAY SOLID LINES | | |
0037 0030.90 LUMP| 20000.00000 20000.00| 41389.35000 41389.35| 36054.26000 36054.26
MOBILIZATION | | |
0038 1009.00 LUMP| 2500.00000 2500.00| 1515.00000 1515.00| 2558.91000 2558.91
GENERAL CLEARING AND GRUBBING | | |
0039 1010.01 2298.000 CY | 4.50000 10341.00| 2.93000 6733.14| 4.61000 10593.78
EXCAVATION (ESTABLISHED QUANTITY) | | |
0040 1012.00 7.000 EACH| 75.00000 525.00| 50.50000 353.50| 102.36000 716.52
RIGHT-OF-WAY MARKERS | | |
0041 1043.50 947.000 SY | 3.00000 2841.00| 2.02000 1912.94| 3.07000 2907.29
RIPRAP FILTER FABRIC | | |
0042 1101.00 266.000 SY | 9.00000 2394.00| 7.00000 1862.00| 5.12000 1361.92
REMOVE PAVEMENT | | |
0043 1102.05 13107.000 SY | 0.94000 12320.58| 2.23000 29228.61| 1.02000 13369.14
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0044 2001.00 190.000 CY | 15.00000 2850.00| 14.56000 2766.40| 20.70000 3933.00
GRAVEL SURFACE COURSE | | |
0045 2010.00 5.000 CY | 30.00000 150.00| 27.00000 135.00| 21.84000 109.20
CRUSHED ROCK SURFACE COURSE | | |
0046 2020.00 466.000 SY | 8.00000 3728.00| 5.50000 2563.00| 4.09000 1905.94
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0047 2021.00 8.000 EACH| 50.00000 400.00| 50.50000 404.00| 51.18000 409.44
MAILBOX POST | | |
0048 6105.02 1190.000 TON | 30.00000 35700.00| 21.87000 26025.30| 30.71000 36544.90
ROCK RIPRAP, TYPE B | | |
0049 9000.75 500.000 TON | 19.00000 9500.00| 19.53000 9765.00| 19.78000 9890.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(0.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(4) 0086 |(5) 0875 |(6) 1661
|HENNINGSEN CONST., INC. |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 9005.00 100.000 TON | 50.00000 5000.00| 61.57000 6157.00| 39.60000 3960.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(0.5) | | |
0051 9005.45 27990.000 TON | 21.86000 611861.40| 19.50000 545805.00| 22.13000 619418.70
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0052 9009.00 3688.000 SY | 1.25000 4610.00| 2.60000 9588.80| 3.31000 12207.28
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0053 9009.75 475.000 SY | 53.00000 25175.00| 54.34000 25811.50| 42.99000 20420.25
TEMPORARY SURFACING | | |
0054 9020.91 27.000 TON | 151.00000 4077.00| 156.95000 4237.65| 153.53000 4145.31
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0055 9021.01 1565.460 TON | 151.00000 236384.46| 156.95000 245698.95| 153.53000 240345.07
PERFORMANCE GRADED BINDER (64-22) | | |
0056 9053.00 20520.000 GAL | 0.80000 16416.00| 0.70000 14364.00| 0.74000 15184.80
TACK COAT | | |
0057 9111.00 164.000 MGAL| 5.00000 820.00| 10.00000 1640.00| 7.16000 1174.24
WATER | | |
0058 9150.00 82286.000 SY | 0.19000 15634.34| 0.31000 25508.66| 0.27000 22217.22
CRACKING AND SEATING CONCRETE PAVEMENT | | |
0059 9170.00 612.967 STA | 56.00000 34326.15| 44.10000 27031.84| 71.65000 43919.09
EARTH SHOULDER CONSTRUCTION | | |
0060 9173.15 605.885 STA | 15.96000 9669.92| 20.25000 12269.17| 15.16000 9185.22
TRENCHED WIDENING | | |
0061 9186.00 278.000 SY | 15.00000 4170.00| 22.50000 6255.00| 28.66000 7967.48
CONCRETE SURFACE MILLING | | |
0062 9188.50 826.000 SY | 29.70000 24532.20| 16.25000 13422.50| 15.35000 12679.10
SURFACING UNDER GUARDRAIL | | |
0063 9300.50 5.844 LS | 2000.00000 2000.00| 3000.00000 3000.00| 2047.13000 2047.13
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,115,289.75| $ 1,082,999.20| $ 1,151,879.33
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0064 0001.08 10320.000 BDAY| 0.50000 5160.00| 0.50000 5160.00| 0.50000 5160.00
BARRICADE, TYPE II | | |
0065 0001.10 1188.000 BDAY| 2.00000 2376.00| 2.02000 2399.76| 2.05000 2435.40
BARRICADE, TYPE III | | |
0066 0001.30 444.000 LDAY| 1.00000 444.00| 1.01000 448.44| 3.07000 1363.08
TYPE B HIGH INTENSITY WARNING LIGHT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3733 COUNTIES : CUMING
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-6(102)
====================================================================================================================================
|(4) 0086 |(5) 0875 |(6) 1661
|HENNINGSEN CONST., INC. |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 0001.75 560.000 EACH| 4.00000 2240.00| 4.04000 2262.40| 5.12000 2867.20
TEMPORARY SIGN DAY | | |
0068 0001.90 8388.000 EACH| 0.60000 5032.80| 0.31000 2600.28| 0.20000 1677.60
SIGN DAY | | |
0069 0002.30 950.000 LF | 0.65000 617.50| 0.66000 627.00| 0.51000 484.50
PAVEMENT MARKING REMOVAL | | |
0070 0002.39 300.000 LF | 1.75000 525.00| 1.77000 531.00| 1.23000 369.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0071 0003.10 70.000 DAY | 205.00000 14350.00| 205.00000 14350.00| 178.33000 12483.10
FLAGGING | | |
0072 0003.20 20.000 DAY | 305.00000 6100.00| 305.00000 6100.00| 237.93000 4758.60
FURNISHING AND OPERATING PILOT VEHICLE | | |
0073 0003.51 800.000 LF | 10.00000 8000.00| 30.00000 24000.00| 9.81000 7848.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0074 0003.56 400.000 LF | 5.00000 2000.00| 10.00000 4000.00| 4.09000 1636.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0075 0003.75 1.000 EACH| 12500.00000 12500.00| 14218.98000 14218.98| 13285.87000 13285.87
TEMPORARY TRAFFIC SIGNAL | | |
0076 0010.04 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| 1330.63000 1330.63
FIELD OFFICE | | |
0077 0030.00 LUMP| 12000.00000 12000.00| 21010.00000 21010.00| 19230.26000 19230.26
MOBILIZATION | | |
0078 9110.01 15.000 HOUR| 45.00000 675.00| 65.00000 975.00| 50.57000 758.55
RENTAL OF LOADER, FULLY OPERATED | | |
0079 9110.02 10.000 HOUR| 100.00000 1000.00| 65.00000 650.00| 44.88000 448.80
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0080 9110.03 15.000 HOUR| 45.00000 675.00| 55.00000 825.00| 40.30000 604.50
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0081 9110.07 15.000 HOUR| 45.00000 675.00| 50.00000 750.00| 34.63000 519.45
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 76,870.30| $ 102,407.86| $ 77,260.54
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,594,000.59| $ 1,606,462.43| $ 1,645,547.40
====================================================================================================================================