|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
CONTRACT DESCRIPTION :
ON N-74, MINDEN AND EAST
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0574 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0574 LETTING IS LIMITED TO $10,000,000.00 (TEN MILLION).
1661 THE NUMBER OF GROUP 9 CONTRACTS WHICH WILL BE ACCEPTED IN
1661 THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 1,667,891.58 100.0000%
2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,720,935.19 103.1802%
3 0574 CONSTRUCTORS, INC. $ 1,724,559.02 103.3975%
4 2252 PAULSEN, INC. $ 1,766,311.56 105.9008%
5 1661 U.S. ASPHALT CO. $ 1,863,671.10 111.7381%
6 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,963,500.77 117.7235%
7 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,003,791.17 120.1391%
8 0086 HENNINGSEN CONST., INC. $ 2,098,483.15 125.8165%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 0574
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 100.000 SY | 30.00000 3000.00| 3.00000 300.00| 3.05000 305.00
EROSION CONTROL | | |
0002 L020.02 4254.000 SY | 1.60000 6806.40| 1.60000 6806.40| 1.65000 7019.10
EROSION CONTROL, TYPE B | | |
0003 L022.11 2187.000 LF | 2.20000 4811.40| 2.20000 4811.40| 2.25000 4920.75
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 9700.00000 9700.00| 9400.00000 9400.00| 10000.00000 10000.00
MOBILIZATION | | |
0005 1009.00 LUMP| 6350.00000 6350.00| 6350.00000 6350.00| 6500.00000 6500.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 237.000 MGAL| 10.00000 2370.00| 10.00000 2370.00| 10.25000 2429.25
WATER | | |
0007 1012.00 24.000 EACH| 58.00000 1392.00| 58.00000 1392.00| 59.00000 1416.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 10543.000 CY | 5.67000 59778.81| 5.67000 59778.81| 5.80000 61149.40
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 4035.00 1.000 EACH| 65.00000 65.00| 65.00000 65.00| 66.00000 66.00
REMOVE FLARED-END SECTION | | |
0010 4360.24 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 190.00000 190.00
24" METAL FLARED-END SECTION | | |
0011 7017.00 2100.000 LF | 1.75000 3675.00| 1.75000 3675.00| 1.80000 3780.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 98,133.61| $ 95,133.61| $ 97,775.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0012 0030.40 LUMP| 6500.00000 6500.00| 6500.00000 6500.00| 6800.00000 6800.00
MOBILIZATION | | |
0013 1043.50 937.000 SY | 1.60000 1499.20| 1.60000 1499.20| 1.65000 1546.05
RIPRAP FILTER FABRIC | | |
0014 4003.00 2925.000 LB | 1.15000 3363.75| 1.15000 3363.75| 1.20000 3510.00
CAST IRON COVER, FRAME, AND FLANGE | | |
0015 4035.00 14.000 EACH| 65.00000 910.00| 65.00000 910.00| 75.00000 1050.00
REMOVE FLARED-END SECTION | | |
0016 4043.00 40.000 LF | 5.50000 220.00| 5.50000 220.00| 5.65000 226.00
REMOVE CULVERT PIPE | | |
0017 4044.00 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 725.00000 725.00
PREPARATION OF STRUCTURE AT STA. | | |
54+20.03 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 0574
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4044.01 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2300.00000 2300.00
PREPARATION OF STRUCTURE AT STA. | | |
157+34.05 | | |
0019 4044.02 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1230.00000 1230.00
PREPARATION OF STRUCTURE AT STA. | | |
195+07.83 | | |
0020 4044.03 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 1130.00000 1130.00
PREPARATION OF STRUCTURE AT STA. | | |
232+44.7 | | |
0021 4044.04 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1230.00000 1230.00
PREPARATION OF STRUCTURE AT STA. | | |
259+22.17 | | |
0022 4050.01 65.000 CY | 7.00000 455.00| 7.00000 455.00| 7.20000 468.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0023 4051.01 137.000 CY | 9.00000 1233.00| 9.00000 1233.00| 9.20000 1260.40
EXCAVATION FOR BOX CULVERTS | | |
0024 4100.06 1.100 CY | 600.00000 660.00| 600.00000 660.00| 615.00000 676.50
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0025 4101.06 201.440 CY | 285.00000 57410.40| 285.00000 57410.40| 292.00000 58820.48
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0026 4150.00 84.000 LB | 1.30000 109.20| 1.30000 109.20| 1.30000 109.20
REINFORCING STEEL FOR HEADWALL | | |
0027 4151.00 18539.000 LB | 0.60000 11123.40| 0.60000 11123.40| 0.62000 11494.18
REINFORCING STEEL FOR BOX CULVERT | | |
0028 4300.24 86.000 LF | 20.00000 1720.00| 20.00000 1720.00| 20.50000 1763.00
24" CULVERT PIPE | | |
0029 4310.24 3.000 EACH| 180.00000 540.00| 180.00000 540.00| 185.00000 555.00
24" FLARED-END SECTION | | |
0030 4350.30 6.000 LF | 29.00000 174.00| 29.00000 174.00| 29.75000 178.50
30" CORRUGATED METAL PIPE | | |
0031 4350.36 6.000 LF | 34.00000 204.00| 34.00000 204.00| 35.00000 210.00
36" CORRUGATED METAL PIPE | | |
0032 4350.42 8.000 LF | 44.00000 352.00| 44.00000 352.00| 45.00000 360.00
42" CORRUGATED METAL PIPE | | |
0033 4350.48 86.000 LF | 47.00000 4042.00| 47.00000 4042.00| 48.00000 4128.00
48" CORRUGATED METAL PIPE | | |
0034 4360.24 1.000 EACH| 180.00000 180.00| 180.00000 180.00| 185.00000 185.00
24" METAL FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 0574
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4360.30 1.000 EACH| 260.00000 260.00| 260.00000 260.00| 265.00000 265.00
30" METAL FLARED-END SECTION | | |
0036 4360.36 1.000 EACH| 360.00000 360.00| 360.00000 360.00| 370.00000 370.00
36" METAL FLARED-END SECTION | | |
0037 4360.42 2.000 EACH| 680.00000 1360.00| 680.00000 1360.00| 700.00000 1400.00
42" METAL FLARED-END SECTION | | |
0038 4360.48 8.000 EACH| 760.00000 6080.00| 760.00000 6080.00| 780.00000 6240.00
48" METAL FLARED-END SECTION | | |
0039 6104.00 179.000 TON | 12.00000 2148.00| 12.00000 2148.00| 12.30000 2201.70
BROKEN CONCRETE RIPRAP | | |
0040 6105.02 643.000 TON | 36.00000 23148.00| 36.00000 23148.00| 36.90000 23726.70
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 130,451.95| $ 130,451.95| $ 134,158.71
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 409+79.94
TWIN 12' X 8' X 89' CONCRETE BOX CULVERT
| | |
0041 0030.40 LUMP| 1685.00000 1685.00| 2000.00000 2000.00| 1700.00000 1700.00
MOBILIZATION | | |
0042 4044.05 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1750.00000 1750.00
PREPARATION OF STRUCTURE AT STA. | | |
409+79.94 | | |
0043 4051.01 17.000 CY | 10.00000 170.00| 10.00000 170.00| 10.25000 174.25
EXCAVATION FOR BOX CULVERTS | | |
0044 4101.06 29.230 CY | 285.00000 8330.55| 285.00000 8330.55| 300.00000 8769.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0045 4151.00 2612.000 LB | 0.60000 1567.20| 0.60000 1567.20| 0.62000 1619.44
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 13,452.75| $ 13,767.75| $ 14,012.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0046 L001.02 35.500 ACRE| 349.00000 12389.50| 349.00000 12389.50| 355.00000 12602.50
SEEDING, TYPE B | | |
0047 L032.75 80.000 TON | 52.00000 4160.00| 52.00000 4160.00| 53.00000 4240.00
MULCH | | |
0048 0002.55 1988.200 STA | 7.00000 13917.40| 7.00000 13917.40| 7.15000 14215.63
OVERLAY BROKEN LINES | | |
0049 0002.60 3856.800 STA | 8.00000 30854.40| 7.00000 26997.60| 7.15000 27576.12
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 0574
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0002.76 168000.000 LF | 0.05000 8400.00| 0.10000 16800.00| 0.05000 8400.00
PERMANENT PAVEMENT MARKING PAINT | | |
0051 0030.90 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 45000.00000 45000.00
MOBILIZATION | | |
0052 1020.03 56.000 EACH| 17.50000 980.00| 11.00000 616.00| 17.95000 1005.20
DELINEATOR, TYPE III | | |
0053 1020.20 28.000 EACH| 22.00000 616.00| 18.00000 504.00| 22.55000 631.40
INSTALL CHEVRONS | | |
0054 2001.00 185.000 CY | 7.00000 1295.00| 12.61000 2332.85| 18.15000 3357.75
GRAVEL SURFACE COURSE | | |
0055 2020.00 361.000 SY | 6.50000 2346.50| 7.46000 2693.06| 5.65000 2039.65
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0056 2021.00 17.000 EACH| 40.00000 680.00| 30.00000 510.00| 41.00000 697.00
MAILBOX POST | | |
0057 4015.00 5.000 EACH| 350.00000 1750.00| 244.27000 1221.35| 360.00000 1800.00
ADJUST MANHOLE TO GRADE | | |
0058 9000.75 500.000 TON | 14.01000 7005.00| 8.31000 4155.00| 12.80000 6400.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0059 9005.00 600.000 TON | 24.01000 14406.00| 25.00000 15000.00| 35.60000 21360.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0060 9005.30 46210.000 TON | 14.01000 647402.10| 15.50000 716255.00| 15.12000 698695.20
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0061 9009.00 8703.000 SY | 2.00000 17406.00| 1.67000 14534.01| 3.45000 30025.35
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0062 9020.91 27.000 TON | 140.00000 3780.00| 140.00000 3780.00| 140.00000 3780.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0063 9021.01 2527.740 TON | 140.00000 353883.60| 140.00000 353883.60| 140.00000 353883.60
PERFORMANCE GRADED BINDER (64-22) | | |
0064 9034.00 1238.000 SY | 2.00000 2476.00| 1.94000 2401.72| 1.60000 1980.80
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0065 9053.00 39900.000 GAL | 1.00000 39900.00| 0.79000 31521.00| 0.69000 27531.00
TACK COAT | | |
0066 9111.00 322.000 MGAL| 10.00000 3220.00| 10.00000 3220.00| 10.25000 3300.50
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 0574
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 9170.00 1289.099 STA | 39.88000 51409.27| 39.88000 51409.27| 40.50000 52208.51
EARTH SHOULDER CONSTRUCTION | | |
0068 9179.23 644.550 STA | 110.00000 70900.50| 105.09000 67735.76| 97.00000 62521.35
COLD MILLING, CLASS 3 | | |
0069 9179.24 29.920 STA | 225.00000 6732.00| 204.92000 6131.21| 218.00000 6522.56
COLD MILLING, CLASS 4 | | |
0070 9186.00 10140.000 SY | 1.00000 10140.00| 0.87000 8821.80| 0.85000 8619.00
CONCRETE SURFACE MILLING | | |
0071 9300.50 12.170 LS | 6000.00000 6000.00| 4746.55000 4746.55| 3100.00000 3100.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,342,049.27| $ 1,405,736.68| $ 1,401,493.12
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0072 0001.08 13900.000 BDAY| 0.50000 6950.00| 0.50000 6950.00| 0.50000 6950.00
BARRICADE, TYPE II | | |
0073 0001.10 584.000 BDAY| 2.50000 1460.00| 1.90000 1109.60| 1.20000 700.80
BARRICADE, TYPE III | | |
0074 0001.30 292.000 LDAY| 2.50000 730.00| 2.05000 598.60| 1.05000 306.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0075 0001.75 1440.000 EACH| 5.00000 7200.00| 4.50000 6480.00| 4.10000 5904.00
TEMPORARY SIGN DAY | | |
0076 0001.90 14128.000 EACH| 0.50000 7064.00| 0.50000 7064.00| 0.45000 6357.60
SIGN DAY | | |
0077 0003.10 170.000 DAY | 175.00000 29750.00| 167.25000 28432.50| 180.00000 30600.00
FLAGGING | | |
0078 0003.20 30.000 DAY | 275.00000 8250.00| 220.35000 6610.50| 230.00000 6900.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0079 0010.04 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 2400.00000 2400.00
FIELD OFFICE | | |
0080 0030.10 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2200.00000 2200.00
MOBILIZATION | | |
0081 9110.01 80.000 HOUR| 65.00000 5200.00| 50.00000 4000.00| 53.00000 4240.00
RENTAL OF LOADER, FULLY OPERATED | | |
0082 9110.02 60.000 HOUR| 60.00000 3600.00| 50.00000 3000.00| 68.00000 4080.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0083 9110.03 80.000 HOUR| 50.00000 4000.00| 40.00000 3200.00| 46.00000 3680.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0084 9110.07 80.000 HOUR| 45.00000 3600.00| 30.00000 2400.00| 35.00000 2800.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(1) 0083 |(2) 3606 |(3) 0574
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 83,804.00| $ 75,845.20| $ 77,119.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,667,891.58| $ 1,720,935.19| $ 1,724,559.02
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(4) 2252 |(5) 1661 |(6) 0477
|PAULSEN, INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 100.000 SY | 3.35000 335.00| 3.09000 309.00| 1.85000 185.00
EROSION CONTROL | | |
0002 L020.02 4254.000 SY | 1.80000 7657.20| 1.65000 7019.10| 1.38000 5870.52
EROSION CONTROL, TYPE B | | |
0003 L022.11 2187.000 LF | 2.45000 5358.15| 2.26000 4942.62| 2.98000 6517.26
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 5550.00000 5550.00| 720.43000 720.43| 8700.00000 8700.00
MOBILIZATION | | |
0005 1009.00 LUMP| 4350.00000 4350.00| 6535.30000 6535.30| 6350.00000 6350.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 237.000 MGAL| 9.45000 2239.65| 10.29000 2438.73| 10.00000 2370.00
WATER | | |
0007 1012.00 24.000 EACH| 66.15000 1587.60| 59.69000 1432.56| 58.00000 1392.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 10543.000 CY | 4.65000 49024.95| 5.84000 61571.12| 5.67000 59778.81
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 4035.00 1.000 EACH| 120.00000 120.00| 66.90000 66.90| 65.00000 65.00
REMOVE FLARED-END SECTION | | |
0010 4360.24 1.000 EACH| 300.00000 300.00| 190.40000 190.40| 185.00000 185.00
24" METAL FLARED-END SECTION | | |
0011 7017.00 2100.000 LF | 2.85000 5985.00| 1.80000 3780.00| 1.75000 3675.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 82,507.55| $ 89,006.16| $ 95,088.59
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0012 0030.40 LUMP| 6500.00000 6500.00| 6689.68000 6689.68| 10000.00000 10000.00
MOBILIZATION | | |
0013 1043.50 937.000 SY | 1.60000 1499.20| 1.65000 1546.05| 2.66000 2492.42
RIPRAP FILTER FABRIC | | |
0014 4003.00 2925.000 LB | 1.15000 3363.75| 1.18000 3451.50| 3.00000 8775.00
CAST IRON COVER, FRAME, AND FLANGE | | |
0015 4035.00 14.000 EACH| 65.00000 910.00| 66.90000 936.60| 120.00000 1680.00
REMOVE FLARED-END SECTION | | |
0016 4043.00 40.000 LF | 5.50000 220.00| 5.66000 226.40| 13.75000 550.00
REMOVE CULVERT PIPE | | |
0017 4044.00 1.000 EACH| 700.00000 700.00| 720.43000 720.43| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
54+20.03 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(4) 2252 |(5) 1661 |(6) 0477
|PAULSEN, INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4044.01 1.000 EACH| 2200.00000 2200.00| 2264.20000 2264.20| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. | | |
157+34.05 | | |
0019 4044.02 1.000 EACH| 1200.00000 1200.00| 1235.02000 1235.02| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
195+07.83 | | |
0020 4044.03 1.000 EACH| 1100.00000 1100.00| 1132.10000 1132.10| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. | | |
232+44.7 | | |
0021 4044.04 1.000 EACH| 1200.00000 1200.00| 1235.02000 1235.02| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
259+22.17 | | |
0022 4050.01 65.000 CY | 7.00000 455.00| 7.20000 468.00| 15.00000 975.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0023 4051.01 137.000 CY | 9.00000 1233.00| 9.26000 1268.62| 15.00000 2055.00
EXCAVATION FOR BOX CULVERTS | | |
0024 4100.06 1.100 CY | 600.00000 660.00| 617.51000 679.26| 600.00000 660.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0025 4101.06 201.440 CY | 285.00000 57410.40| 293.32000 59086.38| 375.00000 75540.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0026 4150.00 84.000 LB | 1.30000 109.20| 1.34000 112.56| 2.00000 168.00
REINFORCING STEEL FOR HEADWALL | | |
0027 4151.00 18539.000 LB | 0.60000 11123.40| 0.62000 11494.18| 0.60000 11123.40
REINFORCING STEEL FOR BOX CULVERT | | |
0028 4300.24 86.000 LF | 20.00000 1720.00| 20.58000 1769.88| 34.00000 2924.00
24" CULVERT PIPE | | |
0029 4310.24 3.000 EACH| 180.00000 540.00| 185.25000 555.75| 191.25000 573.75
24" FLARED-END SECTION | | |
0030 4350.30 6.000 LF | 29.00000 174.00| 29.85000 179.10| 50.00000 300.00
30" CORRUGATED METAL PIPE | | |
0031 4350.36 6.000 LF | 34.00000 204.00| 34.99000 209.94| 63.15000 378.90
36" CORRUGATED METAL PIPE | | |
0032 4350.42 8.000 LF | 44.00000 352.00| 45.28000 362.24| 94.73000 757.84
42" CORRUGATED METAL PIPE | | |
0033 4350.48 86.000 LF | 47.00000 4042.00| 48.37000 4159.82| 109.47000 9414.42
48" CORRUGATED METAL PIPE | | |
0034 4360.24 1.000 EACH| 180.00000 180.00| 185.25000 185.25| 201.31000 201.31
24" METAL FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(4) 2252 |(5) 1661 |(6) 0477
|PAULSEN, INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4360.30 1.000 EACH| 260.00000 260.00| 267.59000 267.59| 340.78000 340.78
30" METAL FLARED-END SECTION | | |
0036 4360.36 1.000 EACH| 360.00000 360.00| 370.51000 370.51| 512.00000 512.00
36" METAL FLARED-END SECTION | | |
0037 4360.42 2.000 EACH| 680.00000 1360.00| 699.84000 1399.68| 1224.00000 2448.00
42" METAL FLARED-END SECTION | | |
0038 4360.48 8.000 EACH| 760.00000 6080.00| 782.18000 6257.44| 1360.00000 10880.00
48" METAL FLARED-END SECTION | | |
0039 6104.00 179.000 TON | 12.00000 2148.00| 12.35000 2210.65| 51.00000 9129.00
BROKEN CONCRETE RIPRAP | | |
0040 6105.02 643.000 TON | 36.00000 23148.00| 37.05000 23823.15| 70.00000 45010.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 130,451.95| $ 134,297.00| $ 204,888.82
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 409+79.94
TWIN 12' X 8' X 89' CONCRETE BOX CULVERT
| | |
0041 0030.40 LUMP| 1685.00000 1685.00| 1734.17000 1734.17| 2000.00000 2000.00
MOBILIZATION | | |
0042 4044.05 1.000 EACH| 1700.00000 1700.00| 1749.61000 1749.61| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
409+79.94 | | |
0043 4051.01 17.000 CY | 10.00000 170.00| 10.29000 174.93| 15.00000 255.00
EXCAVATION FOR BOX CULVERTS | | |
0044 4101.06 29.230 CY | 285.00000 8330.55| 293.32000 8573.74| 375.00000 10961.25
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0045 4151.00 2612.000 LB | 0.60000 1567.20| 0.62000 1619.44| 0.60000 1567.20
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 13,452.75| $ 13,851.89| $ 16,283.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0046 L001.02 35.500 ACRE| 388.00000 13774.00| 359.18000 12750.89| 509.00000 18069.50
SEEDING, TYPE B | | |
0047 L032.75 80.000 TON | 57.80000 4624.00| 53.52000 4281.60| 72.50000 5800.00
MULCH | | |
0048 0002.55 1988.200 STA | 7.80000 15507.96| 5.66000 11253.21| 5.50000 10935.10
OVERLAY BROKEN LINES | | |
0049 0002.60 3856.800 STA | 7.80000 30083.04| 5.66000 21829.49| 5.50000 21212.40
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(4) 2252 |(5) 1661 |(6) 0477
|PAULSEN, INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0002.76 168000.000 LF | 0.06000 10080.00| 0.05000 8400.00| 0.05000 8400.00
PERMANENT PAVEMENT MARKING PAINT | | |
0051 0030.90 LUMP| 33500.00000 33500.00| 54290.41000 54290.41| 32000.00000 32000.00
MOBILIZATION | | |
0052 1020.03 56.000 EACH| 16.65000 932.40| 11.32000 633.92| 18.00000 1008.00
DELINEATOR, TYPE III | | |
0053 1020.20 28.000 EACH| 24.40000 683.20| 18.53000 518.84| 20.00000 560.00
INSTALL CHEVRONS | | |
0054 2001.00 185.000 CY | 11.25000 2081.25| 28.34000 5242.90| 11.00000 2035.00
GRAVEL SURFACE COURSE | | |
0055 2020.00 361.000 SY | 3.85000 1389.85| 4.12000 1487.32| 5.00000 1805.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0056 2021.00 17.000 EACH| 45.00000 765.00| 30.88000 524.96| 50.00000 850.00
MAILBOX POST | | |
0057 4015.00 5.000 EACH| 385.00000 1925.00| 411.67000 2058.35| 500.00000 2500.00
ADJUST MANHOLE TO GRADE | | |
0058 9000.75 500.000 TON | 15.88000 7940.00| 13.79000 6895.00| 16.50000 8250.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0059 9005.00 600.000 TON | 20.35000 12210.00| 162.22000 97332.00| 18.54000 11124.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0060 9005.30 46210.000 TON | 15.88000 733814.80| 16.25000 750912.50| 18.55000 857195.50
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0061 9009.00 8703.000 SY | 1.75000 15230.25| 2.69000 23411.07| 2.00000 17406.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0062 9020.91 27.000 TON | 154.50000 4171.50| 141.82000 3829.14| 139.40000 3763.80
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0063 9021.01 2527.740 TON | 154.50000 390535.83| 141.82000 358484.09| 139.40000 352366.96
PERFORMANCE GRADED BINDER (64-22) | | |
0064 9034.00 1238.000 SY | 2.10000 2599.80| 2.04000 2525.52| 3.00000 3714.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0065 9053.00 39900.000 GAL | 0.84000 33516.00| 0.74000 29526.00| 1.00000 39900.00
TACK COAT | | |
0066 9111.00 322.000 MGAL| 9.45000 3042.90| 10.29000 3313.38| 8.00000 2576.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(4) 2252 |(5) 1661 |(6) 0477
|PAULSEN, INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 9170.00 1289.099 STA | 37.60000 48470.12| 41.04000 52904.62| 42.00000 54142.16
EARTH SHOULDER CONSTRUCTION | | |
0068 9179.23 644.550 STA | 105.30000 67871.12| 93.30000 60136.52| 115.00000 74123.25
COLD MILLING, CLASS 3 | | |
0069 9179.24 29.920 STA | 200.65000 6003.45| 290.49000 8691.46| 127.00000 3799.84
COLD MILLING, CLASS 4 | | |
0070 9186.00 10140.000 SY | 0.85000 8619.00| 0.84000 8517.60| 1.05000 10647.00
CONCRETE SURFACE MILLING | | |
0071 9300.50 12.170 LS | 4750.00000 4750.00| 4116.73000 4116.73| 6000.00000 6000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,454,120.47| $ 1,533,867.52| $ 1,550,183.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0072 0001.08 13900.000 BDAY| 0.50000 6950.00| 0.50000 6950.00| 0.50000 6950.00
BARRICADE, TYPE II | | |
0073 0001.10 584.000 BDAY| 1.65000 963.60| 1.96000 1144.64| 4.00000 2336.00
BARRICADE, TYPE III | | |
0074 0001.30 292.000 LDAY| 1.55000 452.60| 2.11000 616.12| 4.00000 1168.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0075 0001.75 1440.000 EACH| 6.55000 9432.00| 4.63000 6667.20| 5.00000 7200.00
TEMPORARY SIGN DAY | | |
0076 0001.90 14128.000 EACH| 0.63000 8900.64| 0.51000 7205.28| 0.80000 11302.40
SIGN DAY | | |
0077 0003.10 170.000 DAY | 171.00000 29070.00| 179.31000 30482.70| 200.00000 34000.00
FLAGGING | | |
0078 0003.20 30.000 DAY | 281.00000 8430.00| 232.81000 6984.30| 300.00000 9000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0079 0010.04 1.000 EACH| 1400.00000 1400.00| 1440.85000 1440.85| 2500.00000 2500.00
FIELD OFFICE | | |
0080 0030.10 LUMP| 7000.00000 7000.00| 19014.24000 19014.24| 10000.00000 10000.00
MOBILIZATION | | |
0081 9110.01 80.000 HOUR| 49.00000 3920.00| 47.90000 3832.00| 50.00000 4000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0082 9110.02 60.000 HOUR| 49.00000 2940.00| 42.92000 2575.20| 50.00000 3000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0083 9110.03 80.000 HOUR| 44.00000 3520.00| 38.39000 3071.20| 35.00000 2800.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0084 9110.07 80.000 HOUR| 35.00000 2800.00| 33.31000 2664.80| 35.00000 2800.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(4) 2252 |(5) 1661 |(6) 0477
|PAULSEN, INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 85,778.84| $ 92,648.53| $ 97,056.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,766,311.56| $ 1,863,671.10| $ 1,963,500.77
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(7) 2853 |(8) 0086 |
|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 1 GRADING
| | |
0001 L020.00 100.000 SY | 3.39000 339.00| 1.85000 185.00|
EROSION CONTROL | | |
0002 L020.02 4254.000 SY | 1.81000 7699.74| 1.38000 5870.52|
EROSION CONTROL, TYPE B | | |
0003 L022.11 2187.000 LF | 2.48000 5423.76| 2.98000 6517.26|
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 4122.99000 4122.99| 15651.50000 15651.50|
MOBILIZATION | | |
0005 1009.00 LUMP| 1912.98000 1912.98| 3627.27000 3627.27|
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 237.000 MGAL| 16.48000 3905.76| 5.06000 1199.22|
WATER | | |
0007 1012.00 24.000 EACH| 85.19000 2044.56| 70.84000 1700.16|
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 10543.000 CY | 6.36000 67053.48| 5.75000 60622.25|
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 4035.00 1.000 EACH| 143.58000 143.58| 139.51000 139.51|
REMOVE FLARED-END SECTION | | |
0010 4360.24 1.000 EACH| 235.47000 235.47| 279.90000 279.90|
24" METAL FLARED-END SECTION | | |
0011 7017.00 2100.000 LF | 2.28000 4788.00| 1.38000 2898.00|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 97,669.32| $ 98,690.59|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0012 0030.40 LUMP| 9028.94000 9028.94| 3500.00000 3500.00|
MOBILIZATION | | |
0013 1043.50 937.000 SY | 2.26000 2117.62| 1.50000 1405.50|
RIPRAP FILTER FABRIC | | |
0014 4003.00 2925.000 LB | 1.69000 4943.25| 3.00000 8775.00|
CAST IRON COVER, FRAME, AND FLANGE | | |
0015 4035.00 14.000 EACH| 169.29000 2370.06| 75.00000 1050.00|
REMOVE FLARED-END SECTION | | |
0016 4043.00 40.000 LF | 11.29000 451.60| 2.00000 80.00|
REMOVE CULVERT PIPE | | |
0017 4044.00 1.000 EACH| 677.17000 677.17| 500.00000 500.00|
PREPARATION OF STRUCTURE AT STA. | | |
54+20.03 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(7) 2853 |(8) 0086 |
|SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4044.01 1.000 EACH| 5631.80000 5631.80| 3500.00000 3500.00|
PREPARATION OF STRUCTURE AT STA. | | |
157+34.05 | | |
0019 4044.02 1.000 EACH| 2810.26000 2810.26| 2800.00000 2800.00|
PREPARATION OF STRUCTURE AT STA. | | |
195+07.83 | | |
0020 4044.03 1.000 EACH| 2810.26000 2810.26| 2300.00000 2300.00|
PREPARATION OF STRUCTURE AT STA. | | |
232+44.7 | | |
0021 4044.04 1.000 EACH| 2810.26000 2810.26| 2800.00000 2800.00|
PREPARATION OF STRUCTURE AT STA. | | |
259+22.17 | | |
0022 4050.01 65.000 CY | 11.29000 733.85| 25.00000 1625.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0023 4051.01 137.000 CY | 27.09000 3711.33| 25.00000 3425.00|
EXCAVATION FOR BOX CULVERTS | | |
0024 4100.06 1.100 CY | 810.35000 891.39| 1000.00000 1100.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0025 4101.06 201.440 CY | 314.88000 63429.43| 275.00000 55396.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0026 4150.00 84.000 LB | 1.69000 141.96| 1.01000 84.84|
REINFORCING STEEL FOR HEADWALL | | |
0027 4151.00 18539.000 LB | 0.68000 12606.52| 0.65000 12050.35|
REINFORCING STEEL FOR BOX CULVERT | | |
0028 4300.24 86.000 LF | 23.70000 2038.20| 18.00000 1548.00|
24" CULVERT PIPE | | |
0029 4310.24 3.000 EACH| 192.99000 578.97| 175.00000 525.00|
24" FLARED-END SECTION | | |
0030 4350.30 6.000 LF | 31.60000 189.60| 30.00000 180.00|
30" CORRUGATED METAL PIPE | | |
0031 4350.36 6.000 LF | 36.12000 216.72| 36.00000 216.00|
36" CORRUGATED METAL PIPE | | |
0032 4350.42 8.000 LF | 51.92000 415.36| 43.00000 344.00|
42" CORRUGATED METAL PIPE | | |
0033 4350.48 86.000 LF | 57.56000 4950.16| 48.00000 4128.00|
48" CORRUGATED METAL PIPE | | |
0034 4360.24 1.000 EACH| 192.99000 192.99| 175.00000 175.00|
24" METAL FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(7) 2853 |(8) 0086 |
|SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4360.30 1.000 EACH| 292.31000 292.31| 250.00000 250.00|
30" METAL FLARED-END SECTION | | |
0036 4360.36 1.000 EACH| 431.13000 431.13| 375.00000 375.00|
36" METAL FLARED-END SECTION | | |
0037 4360.42 2.000 EACH| 977.39000 1954.78| 670.00000 1340.00|
42" METAL FLARED-END SECTION | | |
0038 4360.48 8.000 EACH| 1107.17000 8857.36| 750.00000 6000.00|
48" METAL FLARED-END SECTION | | |
0039 6104.00 179.000 TON | 18.06000 3232.74| 20.00000 3580.00|
BROKEN CONCRETE RIPRAP | | |
0040 6105.02 643.000 TON | 48.19000 30986.17| 34.00000 21862.00|
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 169,502.19| $ 140,914.69|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 409+79.94
TWIN 12' X 8' X 89' CONCRETE BOX CULVERT
| | |
0041 0030.40 LUMP| 2257.23000 2257.23| 1500.00000 1500.00|
MOBILIZATION | | |
0042 4044.05 1.000 EACH| 2821.54000 2821.54| 3500.00000 3500.00|
PREPARATION OF STRUCTURE AT STA. | | |
409+79.94 | | |
0043 4051.01 17.000 CY | 56.43000 959.31| 50.00000 850.00|
EXCAVATION FOR BOX CULVERTS | | |
0044 4101.06 29.230 CY | 348.74000 10193.67| 295.00000 8622.85|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0045 4151.00 2612.000 LB | 0.79000 2063.48| 0.65000 1697.80|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 18,295.23| $ 16,170.65|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0046 L001.02 35.500 ACRE| 393.89000 13983.10| 509.00000 18069.50|
SEEDING, TYPE B | | |
0047 L032.75 80.000 TON | 58.69000 4695.20| 72.50000 5800.00|
MULCH | | |
0048 0002.55 1988.200 STA | 7.90000 15706.78| 6.00000 11929.20|
OVERLAY BROKEN LINES | | |
0049 0002.60 3856.800 STA | 7.90000 30468.72| 6.00000 23140.80|
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(7) 2853 |(8) 0086 |
|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 0002.76 168000.000 LF | 0.06000 10080.00| 0.08000 13440.00|
PERMANENT PAVEMENT MARKING PAINT | | |
0051 0030.90 LUMP| 92000.00000 92000.00| 37500.00000 37500.00|
MOBILIZATION | | |
0052 1020.03 56.000 EACH| 19.75000 1106.00| 8.00000 448.00|
DELINEATOR, TYPE III | | |
0053 1020.20 28.000 EACH| 24.83000 695.24| 25.00000 700.00|
INSTALL CHEVRONS | | |
0054 2001.00 185.000 CY | 12.96000 2397.60| 14.00000 2590.00|
GRAVEL SURFACE COURSE | | |
0055 2020.00 361.000 SY | 16.11000 5815.71| 6.00000 2166.00|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0056 2021.00 17.000 EACH| 45.14000 767.38| 50.00000 850.00|
MAILBOX POST | | |
0057 4015.00 5.000 EACH| 705.24000 3526.20| 350.00000 1750.00|
ADJUST MANHOLE TO GRADE | | |
0058 9000.75 500.000 TON | 15.42000 7710.00| 17.00000 8500.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0059 9005.00 600.000 TON | 28.88000 17328.00| 45.00000 27000.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0060 9005.30 46210.000 TON | 19.25000 889542.50| 22.16000 1024013.60|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0061 9009.00 8703.000 SY | 2.51000 21844.53| 0.96000 8354.88|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0062 9020.91 27.000 TON | 145.00000 3915.00| 139.00000 3753.00|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0063 9021.01 2527.740 TON | 145.00000 366522.30| 139.00000 351355.86|
PERFORMANCE GRADED BINDER (64-22) | | |
0064 9034.00 1238.000 SY | 2.17000 2686.46| 2.00000 2476.00|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0065 9053.00 39900.000 GAL | 0.44000 17556.00| 0.85000 33915.00|
TACK COAT | | |
0066 9111.00 322.000 MGAL| 9.15000 2946.30| 5.67000 1825.74|
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(7) 2853 |(8) 0086 |
|SIMON CONTRACTORS AND SUBSID|HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 9170.00 1289.099 STA | 32.96000 42488.70| 61.55000 79344.04|
EARTH SHOULDER CONSTRUCTION | | |
0068 9179.23 644.550 STA | 102.31000 65943.91| 100.00000 64455.00|
COLD MILLING, CLASS 3 | | |
0069 9179.24 29.920 STA | 216.24000 6469.90| 200.00000 5984.00|
COLD MILLING, CLASS 4 | | |
0070 9186.00 10140.000 SY | 0.93000 9430.20| 1.10000 11154.00|
CONCRETE SURFACE MILLING | | |
0071 9300.50 12.170 LS | 1819.83000 1819.83| 2500.00000 2500.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,637,445.56| $ 1,743,014.62|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0072 0001.08 13900.000 BDAY| 0.50000 6950.00| 0.50000 6950.00|
BARRICADE, TYPE II | | |
0073 0001.10 584.000 BDAY| 1.35000 788.40| 1.65000 963.60|
BARRICADE, TYPE III | | |
0074 0001.30 292.000 LDAY| 1.13000 329.96| 2.15000 627.80|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0075 0001.75 1440.000 EACH| 4.51000 6494.40| 5.00000 7200.00|
TEMPORARY SIGN DAY | | |
0076 0001.90 14128.000 EACH| 0.51000 7205.28| 0.40000 5651.20|
SIGN DAY | | |
0077 0003.10 170.000 DAY | 188.30000 32011.00| 205.00000 34850.00|
FLAGGING | | |
0078 0003.20 30.000 DAY | 242.52000 7275.60| 305.00000 9150.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0079 0010.04 1.000 EACH| 2297.23000 2297.23| 2500.00000 2500.00|
FIELD OFFICE | | |
0080 0030.10 LUMP| 1000.00000 1000.00| 15000.00000 15000.00|
MOBILIZATION | | |
0081 9110.01 80.000 HOUR| 66.42000 5313.60| 45.00000 3600.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0082 9110.02 60.000 HOUR| 59.85000 3591.00| 100.00000 6000.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0083 9110.03 80.000 HOUR| 47.92000 3833.60| 45.00000 3600.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0084 9110.07 80.000 HOUR| 47.36000 3788.80| 45.00000 3600.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F30 CONTRACT ID : 7243 COUNTIES : KEARNEY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD-74-4(104)
====================================================================================================================================
|(7) 2853 |(8) 0086 |
|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 TOTALS | $ 80,878.87| $ 99,692.60|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,003,791.17| $ 2,098,483.15|
====================================================================================================================================