|
Contract Letting September 20, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 DISTRICT : 6
PROJECT(S) : F-30-2(1018)
CONTRACT DESCRIPTION : US-30, MAXWELL - BRADY
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
1661 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
1661 LETTING IS LIMITED TO $10,500,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0477 WESTERN ENGINEERING COMPANY, INC. $ 3,389,572.84 100.0000%
2 2252 PAULSEN, INC. $ 3,542,256.26 104.5045%
3 1661 U.S. ASPHALT CO. $ 3,808,881.45 112.3705%
4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 3,932,980.13 116.0317%
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(1) 0477 |(2) 2252 |(3) 1661
|WESTERN ENGINEERING COMPANY,|PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 22.000 ha | 200.00000 4400.00| 210.00000 4620.00| 205.32000 4517.04
COVER CROP SEEDING | | |
0002 L020.00 1710.000 m2 | 3.50000 5985.00| 1.65000 2821.50| 1.60000 2736.00
EROSION CONTROL | | |
0003 L022.25 1037.000 m | 20.00000 20740.00| 11.00000 11407.00| 10.73000 11127.01
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0004 0030.10 LUMP| 10700.00000 10700.00| 53500.00000 53500.00| 48775.18000 48775.18
MOBILIZATION | | |
0005 1000.00 9.000 EACH| 625.00000 5625.00| 151.00000 1359.00| 148.30000 1334.70
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 7000.00000 7000.00| 22700.00000 22700.00| 22244.51000 22244.51
GENERAL CLEARING AND GRUBBING | | |
0007 1010.00 58956.000 m3 | 3.15000 185711.40| 5.08000 299496.48| 4.98000 293600.88
EXCAVATION | | |
0008 1010.10 42359.000 m3 | 7.50000 317692.50| 4.94000 209253.46| 4.84000 205017.56
EXCAVATION, BORROW | | |
0009 1011.00 7599.000 kL | 2.00000 15198.00| 2.82000 21429.18| 2.76000 20973.24
WATER | | |
0010 1021.10 11.000 EACH| 2.50000 27.50| 23.00000 253.00| 22.63000 248.93
REMOVE DELINEATOR UNITS | | |
0011 1041.00 51300.000 m2 | 0.55000 28215.00| 0.30000 15390.00| 0.30000 15390.00
SALVAGING AND PLACING TOPSOIL | | |
0012 1042.00 9955.000 m2 | 0.85000 8461.75| 0.47000 4678.85| 0.47000 4678.85
SALVAGING AND PLACING HYDRIC SOIL | | |
0013 1043.50 2621.000 m2 | 2.30000 6028.30| 5.40000 14153.40| 5.30000 13891.30
RIPRAP FILTER FABRIC | | |
0014 1101.00 2545.000 m2 | 3.50000 8907.50| 4.50000 11452.50| 4.38000 11147.10
REMOVE PAVEMENT | | |
0015 1102.00 10527.000 m2 | 3.50000 36844.50| 4.80000 50529.60| 4.69000 49371.63
REMOVE ASPHALT SURFACE | | |
0016 1106.00 2691.000 m2 | 3.50000 9418.50| 4.90000 13185.90| 4.78000 12862.98
REMOVE DRIVEWAY | | |
0017 1107.00 533.000 m2 | 2.00000 1066.00| 3.50000 1865.50| 3.40000 1812.20
REMOVE WALK | | |
0018 1705.42 30.000 m | 190.00000 5700.00| 160.15000 4804.50| 156.96000 4708.80
1050 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0019 6104.00 68.000 Mg | 9.65000 656.20| 8.60000 584.80| 8.37000 569.16
BROKEN CONCRETE RIPRAP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(1) 0477 |(2) 2252 |(3) 1661
|WESTERN ENGINEERING COMPANY,|PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 6105.02 1845.000 Mg | 49.00000 90405.00| 63.30000 116788.50| 62.00000 114390.00
ROCK RIPRAP, TYPE B | | |
0021 7017.00 31.400 m | 11.00000 345.40| 8.85000 277.89| 8.63000 270.98
REMOVE GUARDRAIL | | |
0022 9110.09 15.000 HOUR| 70.00000 1050.00| 125.00000 1875.00| 122.82000 1842.30
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 770,177.55| $ 862,426.06| $ 841,510.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0023 P300.36 34.800 m | 99.00000 3445.20| 98.40000 3424.32| 96.46000 3356.81
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0024 P372.36 69.500 m | 116.00000 8062.00| 115.00000 7992.50| 112.70000 7832.65
900 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,4 OR 5 | | |
0025 P500.24 14.500 m | 67.00000 971.50| 65.60000 951.20| 64.30000 932.35
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0026 P500.36 43.300 m | 99.00000 4286.70| 98.40000 4260.72| 96.46000 4176.72
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0027 0030.40 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 2450.23000 2450.23
MOBILIZATION | | |
0028 4035.00 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 98.01000 196.02
REMOVE FLARED-END SECTION | | |
0029 4040.00 5.000 EACH| 100.00000 500.00| 100.00000 500.00| 98.01000 490.05
REMOVE HEADWALLS FROM CULVERTS | | |
0030 4044.00 1.000 EACH| 1525.00000 1525.00| 1500.00000 1500.00| 1470.14000 1470.14
PREPARATION OF STRUCTURE AT STA. | | |
23+74.65 | | |
0031 4044.01 1.000 EACH| 2525.00000 2525.00| 2500.00000 2500.00| 2450.23000 2450.23
PREPARATION OF STRUCTURE AT STA. 68+22.8| | |
0032 4044.02 1.000 EACH| 2525.00000 2525.00| 2500.00000 2500.00| 2450.23000 2450.23
PREPARATION OF STRUCTURE AT STA. 94+21.7| | |
0033 4045.00 1.000 EACH| 3025.00000 3025.00| 3000.00000 3000.00| 2940.27000 2940.27
REMOVE STRUCTURE AT STA. 16+38.2-10.4 m | | |
RT. | | |
0034 4045.01 1.000 EACH| 3025.00000 3025.00| 3000.00000 3000.00| 2940.27000 2940.27
REMOVE STRUCTURE AT STA. 57+64.5-14.1 m | | |
LT. | | |
0035 4045.02 1.000 EACH| 3025.00000 3025.00| 3000.00000 3000.00| 2940.27000 2940.27
REMOVE STRUCTURE AT STA. 74+70.18 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(1) 0477 |(2) 2252 |(3) 1661
|WESTERN ENGINEERING COMPANY,|PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4045.03 1.000 EACH| 3025.00000 3025.00| 3000.00000 3000.00| 2940.27000 2940.27
REMOVE STRUCTURE AT STA. 92+21.3 | | |
0037 4050.01 455.000 m3 | 20.00000 9100.00| 20.00000 9100.00| 19.61000 8922.55
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0038 4051.01 205.000 m3 | 20.00000 4100.00| 20.00000 4100.00| 19.61000 4020.05
EXCAVATION FOR BOX CULVERTS | | |
0039 4101.06 200.940 m3 | 330.00000 66310.20| 325.00000 65305.50| 318.53000 64005.42
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0040 4151.00 11578.000 kg | 1.65000 19103.70| 1.65000 19103.70| 1.62000 18756.36
REINFORCING STEEL FOR BOX CULVERT | | |
0041 4310.24 2.000 EACH| 180.00000 360.00| 180.00000 360.00| 176.42000 352.84
600 mm FLARED-END SECTION | | |
0042 4310.36 6.000 EACH| 255.00000 1530.00| 250.00000 1500.00| 245.02000 1470.12
900 mm FLARED-END SECTION | | |
0043 4320.36 8.000 EACH| 255.00000 2040.00| 250.00000 2000.00| 245.02000 1960.16
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 141,184.30| $ 140,797.94| $ 137,054.01
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 129+56.4
TWIN 3.67 m X 1.80 m REINFORCED CONCRETE BOX CULVERT
| | |
0044 0030.40 LUMP| 5250.00000 5250.00| 5500.00000 5500.00| 4900.45000 4900.45
MOBILIZATION | | |
0045 4044.03 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 4410.41000 4410.41
PREPARATION OF STRUCTURE AT STA. | | |
129+56.4 | | |
0046 4051.01 37.000 m3 | 20.00000 740.00| 20.00000 740.00| 19.61000 725.57
EXCAVATION FOR BOX CULVERTS | | |
0047 4101.06 80.700 m3 | 330.00000 26631.00| 325.00000 26227.50| 318.53000 25705.37
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0048 4151.00 5420.000 kg | 1.50000 8130.00| 1.50000 8130.00| 1.47000 7967.40
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 45,251.00| $ 45,097.50| $ 43,709.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(1) 0477 |(2) 2252 |(3) 1661
|WESTERN ENGINEERING COMPANY,|PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 L001.01 9.000 ha | 1300.00000 11700.00| 1500.00000 13500.00| 1463.28000 13169.52
SEEDING, TYPE A | | |
0050 L001.02 13.000 ha | 1000.00000 13000.00| 1250.00000 16250.00| 1188.84000 15454.92
SEEDING, TYPE B | | |
0051 L001.18 2.040 ha | 1450.00000 2958.00| 2250.00000 4590.00| 2198.61000 4485.16
SEEDING, TYPE WETLAND-HIGH | | |
0052 L001.19 3.100 ha | 2035.00000 6308.50| 2850.00000 8835.00| 2785.41000 8634.77
SEEDING, TYPE WETLAND-LOW | | |
0053 L032.75 99.000 Mg | 85.00000 8415.00| 80.00000 7920.00| 78.41000 7762.59
MULCH | | |
0054 0030.50 LUMP| 1600.00000 1600.00| 1100.00000 1100.00| 1078.10000 1078.10
MOBILIZATION | | |
SECTION TOTALS | $ 43,981.50| $ 52,195.00| $ 50,585.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0055 L010.00 5683.000 m2 | 6.10000 34666.30| 7.50000 42622.50| 3.18000 18071.94
SODDING | | |
0056 W600.03 9.000 EACH| 230.00000 2070.00| 275.00000 2475.00| 245.02000 2205.18
ADJUST VALVE BOX TO GRADE | | |
0057 W600.16 11.000 EACH| 250.00000 2750.00| 275.00000 3025.00| 245.02000 2695.22
ADJUST METER PIT TO GRADE | | |
0058 W600.21 2.000 EACH| 1200.00000 2400.00| 1325.00000 2650.00| 1176.11000 2352.22
ADJUST FIRE HYDRANT TO GRADE | | |
0059 0030.90 LUMP| 40000.00000 40000.00| 41500.00000 41500.00| 72868.42000 72868.42
MOBILIZATION | | |
0060 2001.00 365.000 m3 | 12.00000 4380.00| 16.25000 5931.25| 34.80000 12702.00
GRAVEL SURFACE COURSE | | |
0061 2021.00 4.000 EACH| 50.00000 200.00| 45.00000 180.00| 49.00000 196.00
MAILBOX POST | | |
0062 3008.05 24.000 EACH| 35.00000 840.00| 38.50000 924.00| 34.30000 823.20
TIE BARS | | |
0063 3013.07 383.600 m | 75.50000 28961.80| 82.50000 31647.00| 73.49000 28190.76
CONCRETE CLASS 47B-25 BARRIER CURB, | | |
TYPE I | | |
0064 3016.21 540.000 m2 | 31.25000 16875.00| 34.10000 18414.00| 30.38000 16405.20
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0065 3031.14 141.000 m2 | 152.00000 21432.00| 165.00000 23265.00| 147.01000 20728.41
205 mm CONCRETE BASE COURSE CLASS PR-25 | | |
0066 3040.11 3.600 m2 | 152.00000 547.20| 165.00000 594.00| 147.01000 529.24
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(1) 0477 |(2) 2252 |(3) 1661
|WESTERN ENGINEERING COMPANY,|PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3040.12 34.500 m2 | 152.00000 5244.00| 165.00000 5692.50| 147.01000 5071.85
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0068 3040.13 34.000 m2 | 152.00000 5168.00| 165.00000 5610.00| 147.01000 4998.34
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0069 3221.05 147.400 m2 | 152.00000 22404.80| 165.00000 24321.00| 147.01000 21669.27
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0070 4015.00 5.000 EACH| 500.00000 2500.00| 550.00000 2750.00| 490.05000 2450.25
ADJUST MANHOLE TO GRADE | | |
0071 8029.85 75749.000 m2 | 2.25000 170435.25| 1.31000 99231.19| 3.17000 240124.33
BITUMINOUS FOUNDATION COURSE 125 mm | | |
0072 8111.00 315.620 StaM| 350.00000 110467.00| 267.00000 84270.54| 225.62000 71210.18
SHOULDER SUBGRADE PREPARATION | | |
0073 9000.01 254.000 Mg | 40.00000 10160.00| 32.60000 8280.40| 81.03000 20581.62
ASPHALTIC CONCRETE | | |
0074 9005.00 100.000 Mg | 24.00000 2400.00| 32.60000 3260.00| 55.15000 5515.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0075 9005.23 23925.000 Mg | 12.60000 301455.00| 12.80000 306240.00| 18.79000 449550.75
ASPHALTIC CONCRETE, TYPE SPS | | |
0076 9005.45 30440.000 Mg | 20.90000 636196.00| 25.00000 761000.00| 25.22000 767696.80
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0077 9009.00 8959.000 m2 | 4.35000 38971.65| 2.10000 18813.90| 8.60000 77047.40
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0078 9021.01 1649.160 Mg | 182.50000 300971.70| 200.85000 331233.79| 178.91000 295051.22
PERFORMANCE GRADED BINDER (64-22) | | |
0079 9021.03 1300.000 Mg | 182.50000 237250.00| 200.85000 261105.00| 178.91000 232583.00
PERFORMANCE GRADED BINDER (58-28) | | |
0080 9030.00 491.000 m | 14.00000 6874.00| 5.35000 2626.85| 19.29000 9471.39
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0081 9034.00 8959.000 m2 | 1.11000 9944.49| 1.65000 14782.35| 1.26000 11288.34
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0082 9053.00 121960.000 L | 0.28000 34148.80| 0.23000 28050.80| 0.22000 26831.20
TACK COAT | | |
0083 9111.00 1894.000 kL | 2.50000 4735.00| 2.55000 4829.70| 1.29000 2443.26
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(1) 0477 |(2) 2252 |(3) 1661
|WESTERN ENGINEERING COMPANY,|PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 9179.24 158.410 StaM| 1330.00000 210685.30| 1297.85000 205592.42| 1214.14000 192331.92
COLD MILLING, CLASS 4 | | |
0085 9300.50 15.450 LS | 4500.00000 4500.00| 3650.00000 3650.00| 2734.73000 2734.73
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,269,633.29| $ 2,344,568.19| $ 2,616,418.64
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0086 0001.08 40080.000 BDAY| 0.50000 20040.00| 0.50000 20040.00| 0.50000 20040.00
BARRICADE, TYPE II | | |
0087 0001.10 2472.000 BDAY| 4.00000 9888.00| 3.10000 7663.20| 1.96000 4845.12
BARRICADE, TYPE III | | |
0088 0001.30 504.000 LDAY| 4.00000 2016.00| 4.30000 2167.20| 1.96000 987.84
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0089 0001.75 700.000 EACH| 7.00000 4900.00| 6.50000 4550.00| 4.90000 3430.00
TEMPORARY SIGN DAY | | |
0090 0001.90 18016.000 EACH| 0.80000 14412.80| 0.46000 8287.36| 0.49000 8827.84
SIGN DAY | | |
0091 0002.55 315.640 StaM| 20.00000 6312.80| 20.10000 6344.36| 22.05000 6959.86
OVERLAY BROKEN LINES | | |
0092 0002.60 631.280 StaM| 20.00000 12625.60| 19.10000 12057.45| 22.05000 13919.72
OVERLAY SOLID LINES | | |
0093 0003.10 116.000 DAY | 200.00000 23200.00| 164.50000 19082.00| 170.76000 19808.16
FLAGGING | | |
0094 0010.04 1.000 EACH| 4000.00000 4000.00| 1400.00000 1400.00| 1372.13000 1372.13
FIELD OFFICE | | |
0095 0030.00 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 23662.82000 23662.82
MOBILIZATION | | |
0096 9110.01 80.000 HOUR| 55.00000 4400.00| 50.00000 4000.00| 66.87000 5349.60
RENTAL OF LOADER, FULLY OPERATED | | |
0097 9110.02 50.000 HOUR| 55.00000 2750.00| 50.00000 2500.00| 56.79000 2839.50
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0098 9110.03 80.000 HOUR| 45.00000 3600.00| 43.00000 3440.00| 51.92000 4153.60
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0099 9110.07 80.000 HOUR| 40.00000 3200.00| 33.00000 2640.00| 42.60000 3408.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 119,345.20| $ 97,171.57| $ 119,604.19
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,389,572.84| $ 3,542,256.26| $ 3,808,881.45
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(4) 2853 | |
|SIMON CONTRACTORS AND SUBSID| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 22.000 ha | 225.00000 4950.00| |
COVER CROP SEEDING | | |
0002 L020.00 1710.000 m2 | 4.00000 6840.00| |
EROSION CONTROL | | |
0003 L022.25 1037.000 m | 22.00000 22814.00| |
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0004 0030.10 LUMP| 9044.55000 9044.55| |
MOBILIZATION | | |
0005 1000.00 9.000 EACH| 720.32000 6482.88| |
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 13175.54000 13175.54| |
GENERAL CLEARING AND GRUBBING | | |
0007 1010.00 58956.000 m3 | 7.78000 458677.68| |
EXCAVATION | | |
0008 1010.10 42359.000 m3 | 6.67000 282534.53| |
EXCAVATION, BORROW | | |
0009 1011.00 7599.000 kL | 2.69000 20441.31| |
WATER | | |
0010 1021.10 11.000 EACH| 20.43000 224.73| |
REMOVE DELINEATOR UNITS | | |
0011 1041.00 51300.000 m2 | 0.48000 24624.00| |
SALVAGING AND PLACING TOPSOIL | | |
0012 1042.00 9955.000 m2 | 1.07000 10651.85| |
SALVAGING AND PLACING HYDRIC SOIL | | |
0013 1043.50 2621.000 m2 | 2.08000 5451.68| |
RIPRAP FILTER FABRIC | | |
0014 1101.00 2545.000 m2 | 3.65000 9289.25| |
REMOVE PAVEMENT | | |
0015 1102.00 10527.000 m2 | 4.03000 42423.81| |
REMOVE ASPHALT SURFACE | | |
0016 1106.00 2691.000 m2 | 3.58000 9633.78| |
REMOVE DRIVEWAY | | |
0017 1107.00 533.000 m2 | 3.20000 1705.60| |
REMOVE WALK | | |
0018 1705.42 30.000 m | 165.35000 4960.50| |
1050 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0019 6104.00 68.000 Mg | 22.75000 1547.00| |
BROKEN CONCRETE RIPRAP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(4) 2853 | |
|SIMON CONTRACTORS AND SUBSID| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 6105.02 1845.000 Mg | 42.76000 78892.20| |
ROCK RIPRAP, TYPE B | | |
0021 7017.00 31.400 m | 22.94000 720.32| |
REMOVE GUARDRAIL | | |
0022 9110.09 15.000 HOUR| 115.66000 1734.90| |
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 1,016,820.11| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0023 P300.36 34.800 m | 109.99000 3827.65| |
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0024 P372.36 69.500 m | 128.54000 8933.53| |
900 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2,4 OR 5 | | |
0025 P500.24 14.500 m | 73.32000 1063.14| |
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0026 P500.36 43.300 m | 109.99000 4762.57| |
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0027 0030.40 LUMP| 2794.35000 2794.35| |
MOBILIZATION | | |
0028 4035.00 2.000 EACH| 111.78000 223.56| |
REMOVE FLARED-END SECTION | | |
0029 4040.00 5.000 EACH| 111.77000 558.85| |
REMOVE HEADWALLS FROM CULVERTS | | |
0030 4044.00 1.000 EACH| 1676.61000 1676.61| |
PREPARATION OF STRUCTURE AT STA. | | |
23+74.65 | | |
0031 4044.01 1.000 EACH| 2794.35000 2794.35| |
PREPARATION OF STRUCTURE AT STA. 68+22.8| | |
0032 4044.02 1.000 EACH| 2794.35000 2794.35| |
PREPARATION OF STRUCTURE AT STA. 94+21.7| | |
0033 4045.00 1.000 EACH| 3353.22000 3353.22| |
REMOVE STRUCTURE AT STA. 16+38.2-10.4 m | | |
RT. | | |
0034 4045.01 1.000 EACH| 3353.22000 3353.22| |
REMOVE STRUCTURE AT STA. 57+64.5-14.1 m | | |
LT. | | |
0035 4045.02 1.000 EACH| 3353.22000 3353.22| |
REMOVE STRUCTURE AT STA. 74+70.18 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(4) 2853 | |
|SIMON CONTRACTORS AND SUBSID| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4045.03 1.000 EACH| 3353.22000 3353.22| |
REMOVE STRUCTURE AT STA. 92+21.3 | | |
0037 4050.01 455.000 m3 | 22.35000 10169.25| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0038 4051.01 205.000 m3 | 22.35000 4581.75| |
EXCAVATION FOR BOX CULVERTS | | |
0039 4101.06 200.940 m3 | 363.27000 72995.47| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0040 4151.00 11578.000 kg | 1.84000 21303.52| |
REINFORCING STEEL FOR BOX CULVERT | | |
0041 4310.24 2.000 EACH| 201.20000 402.40| |
600 mm FLARED-END SECTION | | |
0042 4310.36 6.000 EACH| 279.44000 1676.64| |
900 mm FLARED-END SECTION | | |
0043 4320.36 8.000 EACH| 279.44000 2235.52| |
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 156,206.39| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 129+56.4
TWIN 3.67 m X 1.80 m REINFORCED CONCRETE BOX CULVERT
| | |
0044 0030.40 LUMP| 5588.70000 5588.70| |
MOBILIZATION | | |
0045 4044.03 1.000 EACH| 5029.83000 5029.83| |
PREPARATION OF STRUCTURE AT STA. | | |
129+56.4 | | |
0046 4051.01 37.000 m3 | 22.35000 826.95| |
EXCAVATION FOR BOX CULVERTS | | |
0047 4101.06 80.700 m3 | 363.27000 29315.89| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0048 4151.00 5420.000 kg | 1.68000 9105.60| |
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 49,866.97| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(4) 2853 | |
|SIMON CONTRACTORS AND SUBSID| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 L001.01 9.000 ha | 1428.47000 12856.23| |
SEEDING, TYPE A | | |
0050 L001.02 13.000 ha | 1115.50000 14501.50| |
SEEDING, TYPE B | | |
0051 L001.18 2.040 ha | 1620.72000 3306.27| |
SEEDING, TYPE WETLAND-HIGH | | |
0052 L001.19 3.100 ha | 2274.60000 7051.26| |
SEEDING, TYPE WETLAND-LOW | | |
0053 L032.75 99.000 Mg | 95.01000 9405.99| |
MULCH | | |
0054 0030.50 LUMP| 1000.00000 1000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 48,121.25| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0055 L010.00 5683.000 m2 | 6.71000 38132.93| |
SODDING | | |
0056 W600.03 9.000 EACH| 279.43000 2514.87| |
ADJUST VALVE BOX TO GRADE | | |
0057 W600.16 11.000 EACH| 279.43000 3073.73| |
ADJUST METER PIT TO GRADE | | |
0058 W600.21 2.000 EACH| 1341.29000 2682.58| |
ADJUST FIRE HYDRANT TO GRADE | | |
0059 0030.90 LUMP| 36250.00000 36250.00| |
MOBILIZATION | | |
0060 2001.00 365.000 m3 | 16.65000 6077.25| |
GRAVEL SURFACE COURSE | | |
0061 2021.00 4.000 EACH| 55.89000 223.56| |
MAILBOX POST | | |
0062 3008.05 24.000 EACH| 39.12000 938.88| |
TIE BARS | | |
0063 3013.07 383.600 m | 83.83000 32157.19| |
CONCRETE CLASS 47B-25 BARRIER CURB, | | |
TYPE I | | |
0064 3016.21 540.000 m2 | 34.65000 18711.00| |
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0065 3031.14 141.000 m2 | 167.66000 23640.06| |
205 mm CONCRETE BASE COURSE CLASS PR-25 | | |
0066 3040.11 3.600 m2 | 167.66000 603.58| |
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(4) 2853 | |
|SIMON CONTRACTORS AND SUBSID| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3040.12 34.500 m2 | 167.66000 5784.27| |
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0068 3040.13 34.000 m2 | 167.66000 5700.44| |
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0069 3221.05 147.400 m2 | 167.66000 24713.08| |
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0070 4015.00 5.000 EACH| 558.87000 2794.35| |
ADJUST MANHOLE TO GRADE | | |
0071 8029.85 75749.000 m2 | 0.83000 62871.67| |
BITUMINOUS FOUNDATION COURSE 125 mm | | |
0072 8111.00 315.620 StaM| 160.99000 50811.66| |
SHOULDER SUBGRADE PREPARATION | | |
0073 9000.01 254.000 Mg | 34.00000 8636.00| |
ASPHALTIC CONCRETE | | |
0074 9005.00 100.000 Mg | 40.00000 4000.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0075 9005.23 23925.000 Mg | 18.00000 430650.00| |
ASPHALTIC CONCRETE, TYPE SPS | | |
0076 9005.45 30440.000 Mg | 29.00000 882760.00| |
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0077 9009.00 8959.000 m2 | 8.21000 73553.39| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0078 9021.01 1649.160 Mg | 190.00000 313340.40| |
PERFORMANCE GRADED BINDER (64-22) | | |
0079 9021.03 1300.000 Mg | 190.00000 247000.00| |
PERFORMANCE GRADED BINDER (58-28) | | |
0080 9030.00 491.000 m | 11.91000 5847.81| |
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0081 9034.00 8959.000 m2 | 1.90000 17022.10| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0082 9053.00 121960.000 L | 0.23000 28050.80| |
TACK COAT | | |
0083 9111.00 1894.000 kL | 2.39000 4526.66| |
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : N12 CONTRACT ID : 6860 COUNTIES : LINCOLN
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 6
PROJECT(S) : F-30-2(1018)
====================================================================================================================================
|(4) 2853 | |
|SIMON CONTRACTORS AND SUBSID| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 9179.24 158.410 StaM| 1384.68000 219347.16| |
COLD MILLING, CLASS 4 | | |
0085 9300.50 15.450 LS | 1770.91000 1770.91| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,554,186.33| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0086 0001.08 40080.000 BDAY| 0.50000 20040.00| |
BARRICADE, TYPE II | | |
0087 0001.10 2472.000 BDAY| 2.24000 5537.28| |
BARRICADE, TYPE III | | |
0088 0001.30 504.000 LDAY| 2.24000 1128.96| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0089 0001.75 700.000 EACH| 5.59000 3913.00| |
TEMPORARY SIGN DAY | | |
0090 0001.90 18016.000 EACH| 0.56000 10088.96| |
SIGN DAY | | |
0091 0002.55 315.640 StaM| 25.15000 7938.35| |
OVERLAY BROKEN LINES | | |
0092 0002.60 631.280 StaM| 25.15000 15876.69| |
OVERLAY SOLID LINES | | |
0093 0003.10 116.000 DAY | 183.24000 21255.84| |
FLAGGING | | |
0094 0010.04 1.000 EACH| 3500.00000 3500.00| |
FIELD OFFICE | | |
0095 0030.00 LUMP| 3000.00000 3000.00| |
MOBILIZATION | | |
0096 9110.01 80.000 HOUR| 64.64000 5171.20| |
RENTAL OF LOADER, FULLY OPERATED | | |
0097 9110.02 50.000 HOUR| 58.24000 2912.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0098 9110.03 80.000 HOUR| 46.63000 3730.40| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0099 9110.07 80.000 HOUR| 46.08000 3686.40| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 107,779.08| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,932,980.13| |
====================================================================================================================================