NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 DISTRICT : 4
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-11-2(111)
N-11, COTESFIELD NORTH & SOUTH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,623,386.61 100.0000%
2 2252 PAULSEN, INC. $ 1,650,757.48 101.6860%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,705,405.65 105.0523%
4 0574 CONSTRUCTORS, INC. $ 1,707,473.26 105.1797%
5 0875 BROWER CONSTRUCTION CO. $ 1,736,889.31 106.9917%
6 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 1,850,051.66 113.9625%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -3
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 2252 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |PAULSEN, INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 20000.00000 20000.00| 6500.00000 6500.00| 3700.00000 3700.00
MOBILIZATION | | |
0002 1000.00 23.000 EACH| 182.58000 4199.34| 179.00000 4117.00| 206.00000 4738.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 2703.00000 2703.00| 2650.00000 2650.00| 5155.00000 5155.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 55204.000 m3 | 1.51000 83358.04| 1.48000 81701.92| 2.06000 113720.24
EXCAVATION | | |
0005 1010.10 24342.000 m3 | 3.03000 73756.26| 2.97000 72295.74| 2.60000 63289.20
EXCAVATION, BORROW | | |
0006 1011.00 5966.000 kL | 0.20000 1193.20| 0.20000 1193.20| 4.12000 24579.92
WATER | | |
0007 1012.00 150.000 EACH| 56.36000 8454.00| 55.25000 8287.50| 67.00000 10050.00
RIGHT-OF-WAY MARKERS | | |
0008 1090.00 2.000 EACH| 816.00000 1632.00| 800.00000 1600.00| 206.00000 412.00
ABANDON WELLS | | |
0009 1102.00 4516.000 m2 | 3.16000 14270.56| 3.10000 13999.60| 3.25000 14677.00
REMOVE ASPHALT SURFACE | | |
0010 1106.00 497.000 m2 | 3.06000 1520.82| 3.00000 1491.00| 5.15000 2559.55
REMOVE DRIVEWAY | | |
0011 1111.00 1855.000 m | 0.77000 1428.35| 0.75000 1391.25| 1.00000 1855.00
REMOVE FENCE | | |
0012 1124.00 1.000 EACH| 4845.00000 4845.00| 4750.00000 4750.00| 3090.00000 3090.00
REMOVE BUILDING STA. 182+62.9 TO STA. | | |
183+00.4 LT. | | |
0013 1124.01 1.000 EACH| 561.00000 561.00| 550.00000 550.00| 515.00000 515.00
REMOVE BUILDING STA. 183+32.7 TO STA. | | |
183+42.4 LT. | | |
0014 1124.02 1.000 EACH| 10.20000 10.20| 10.00000 10.00| 820.00000 820.00
REMOVE BUILDING STA. 184+27.4 TO STA. | | |
184+36.0 LT. | | |
0015 1125.00 1.000 EACH| 612.00000 612.00| 600.00000 600.00| 1020.00000 1020.00
CLEAR TRACT STA. 182+62.9 TO STA. | | |
183+00.4 LT. | | |
0016 1125.01 1.000 EACH| 510.00000 510.00| 500.00000 500.00| 515.00000 515.00
CLEAR TRACT STA. 183+32.7 TO STA. | | |
183+42.4 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -4
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 2252 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |PAULSEN, INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 1125.02 1.000 EACH| 255.00000 255.00| 250.00000 250.00| 515.00000 515.00
CLEAR TRACT STA. 184+27.4 TO STA. | | |
184+36.0 LT. | | |
0018 1125.03 1.000 EACH| 816.00000 816.00| 800.00000 800.00| 515.00000 515.00
CLEAR TRACT STA. 184+55.5 TO STA. | | |
185+62.4 RT. | | |
0019 1125.04 1.000 EACH| 102.00000 102.00| 100.00000 100.00| 515.00000 515.00
CLEAR TRACT STA. 185+20.4 TO STA. | | |
185+43.7 LT. | | |
0020 1701.24 222.000 m | 43.35000 9623.70| 42.50000 9435.00| 67.00000 14874.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0021 1703.48 18.000 m | 111.18000 2001.24| 109.00000 1962.00| 103.00000 1854.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | |
4 OR 5 | | |
0022 7017.00 306.000 m | 5.61000 1716.66| 5.50000 1683.00| 6.20000 1897.20
REMOVE GUARDRAIL | | |
0023 L006.00 33.000 ha | 153.00000 5049.00| 150.00000 4950.00| 77.00000 2541.00
COVER CROP SEEDING | | |
0024 L020.09 330.000 m2 | 11.22000 3702.60| 11.00000 3630.00| 11.35000 3745.50
EROSION CONTROL, TYPE AAA | | |
0025 L020.10 4414.000 m2 | 1.33000 5870.62| 1.30000 5738.20| 1.35000 5958.90
EROSION CONTROL, TYPE HV | | |
0026 L021.06 306.000 BALE| 25.50000 7803.00| 25.00000 7650.00| 25.75000 7879.50
EROSION CHECKS, TYPE HV | | |
0027 L022.11 310.000 m | 10.20000 3162.00| 10.00000 3100.00| 10.30000 3193.00
FABRIC SILT FENCE-LOW POROSITY | | |
0028 L022.24 12.000 m | 30.60000 367.20| 30.00000 360.00| 30.50000 366.00
FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | |
SECTION TOTALS | $ 259,522.79| $ 241,295.41| $ 294,550.01
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0029 0030.40 LUMP| 12000.00000 12000.00| 4000.00000 4000.00| 4000.00000 4000.00
MOBILIZATION | | |
0030 1043.50 120.000 m2 | 2.04000 244.80| 2.00000 240.00| 2.05000 246.00
RIPRAP FILTER FABRIC | | |
0031 1119.00 1.000 EACH| 193.80000 193.80| 190.00000 190.00| 195.00000 195.00
REMOVE INLET | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -5
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 2252 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |PAULSEN, INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0032 1136.01 1.000 EACH| 887.40000 887.40| 870.00000 870.00| 895.00000 895.00
REMOVE CONCRETE APRON | | |
0033 4004.50 449.000 kg | 2.75000 1234.75| 2.70000 1212.30| 2.80000 1257.20
CAST IRON GRATE AND FRAME | | |
0034 4040.00 16.000 EACH| 168.30000 2692.80| 165.00000 2640.00| 170.00000 2720.00
REMOVE HEADWALLS FROM CULVERTS | | |
0035 4041.00 1.000 EACH| 1938.00000 1938.00| 1900.00000 1900.00| 1950.00000 1950.00
CULVERT CLEANOUT at sta. 131+24.97 | | |
0036 4050.01 2354.000 m3 | 8.77000 20644.58| 8.60000 20244.40| 8.85000 20832.90
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0037 4100.06 0.300 m3 | 734.40000 220.32| 720.00000 216.00| 740.00000 222.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0038 4105.59 2.200 m3 | 729.30000 1604.46| 715.00000 1573.00| 735.00000 1617.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0039 4150.00 22.000 kg | 1.89000 41.58| 1.85000 40.70| 1.90000 41.80
REINFORCING STEEL FOR HEADWALL | | |
0040 4155.50 72.000 kg | 1.89000 136.08| 1.85000 133.20| 1.90000 136.80
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0041 4310.24 33.000 EACH| 214.20000 7068.60| 210.00000 6930.00| 215.00000 7095.00
600 mm FLARED-END SECTION | | |
0042 4310.30 4.000 EACH| 295.80000 1183.20| 290.00000 1160.00| 298.00000 1192.00
750 mm FLARED-END SECTION | | |
0043 4310.36 12.000 EACH| 402.90000 4834.80| 395.00000 4740.00| 407.00000 4884.00
900 mm FLARED-END SECTION | | |
0044 4310.60 4.000 EACH| 805.80000 3223.20| 790.00000 3160.00| 814.00000 3256.00
1500 mm FLARED-END SECTION | | |
0045 6105.01 146.000 Mg | 41.82000 6105.72| 41.00000 5986.00| 42.00000 6132.00
ROCK RIPRAP, TYPE A | | |
0046 P300.36 19.700 m | 142.80000 2813.16| 140.00000 2758.00| 144.00000 2836.80
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0047 P310.60 47.500 m | 170.34000 8091.15| 167.00000 7932.50| 172.00000 8170.00
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0048 P402.24 13.600 m | 98.94000 1345.58| 97.00000 1319.20| 100.00000 1360.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0049 P500.24 345.500 m | 98.94000 34183.77| 97.00000 33513.50| 100.00000 34550.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -6
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 2252 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |PAULSEN, INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 P500.30 41.100 m | 120.36000 4946.80| 118.00000 4849.80| 121.00000 4973.10
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0051 P500.36 133.500 m | 142.80000 19063.80| 140.00000 18690.00| 144.00000 19224.00
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
SECTION TOTALS | $ 134,698.35| $ 124,298.60| $ 127,786.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0052 0030.50 LUMP| 3060.00000 3060.00| 3000.00000 3000.00| 3000.00000 3000.00
MOBILIZATION | | |
0053 L001.01 24.000 ha | 1428.00000 34272.00| 1400.00000 33600.00| 1440.00000 34560.00
SEEDING, TYPE A | | |
0054 L001.02 9.000 ha | 1173.00000 10557.00| 1150.00000 10350.00| 1185.00000 10665.00
SEEDING, TYPE B | | |
0055 L032.75 165.000 Mg | 112.20000 18513.00| 110.00000 18150.00| 113.00000 18645.00
MULCH | | |
SECTION TOTALS | $ 66,402.00| $ 65,100.00| $ 66,870.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0056 0030.70 LUMP| 448.80000 448.80| 1310.80000 1310.80| 1350.00000 1350.00
MOBILIZATION | | |
0057 6010.26 5.400 m3 | 3861.72000 20853.29| 1500.00000 8100.00| 1546.00000 8348.40
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0058 6020.00 820.000 kg | 3.57000 2927.40| 4.00000 3280.00| 4.12000 3378.40
REINFORCING STEEL FOR BRIDGE | | |
0059 7011.20 125.730 m | 38.41000 4829.29| 40.00000 5029.20| 41.25000 5186.36
W-BEAM GUARDRAIL | | |
0060 7020.00 8.000 EACH| 2058.36000 16466.88| 2000.00000 16000.00| 2060.00000 16480.00
BRIDGE APPROACH SECTIONS | | |
0061 7024.27 8.000 EACH| 1527.96000 12223.68| 1500.00000 12000.00| 1546.00000 12368.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 57,749.34| $ 45,720.00| $ 47,111.16
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0062 0002.55 120.600 StaM| 22.95000 2767.77| 19.15000 2309.49| 19.50000 2351.70
OVERLAY BROKEN LINES | | |
0063 0002.60 241.200 StaM| 22.95000 5535.54| 19.25000 4643.10| 19.50000 4703.40
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -7
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 2252 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |PAULSEN, INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 0030.90 LUMP| 75000.00000 75000.00| 63500.00000 63500.00| 78000.00000 78000.00
MOBILIZATION | | |
0065 2001.00 68.000 m3 | 13.66000 928.88| 17.50000 1190.00| 15.78000 1073.04
GRAVEL SURFACE COURSE | | |
0066 2020.00 64.000 m2 | 35.76000 2288.64| 4.00000 256.00| 7.00000 448.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0067 2021.00 2.000 EACH| 102.00000 204.00| 50.00000 100.00| 55.00000 110.00
MAILBOX POST | | |
0068 8022.00 282.330 Mg | 83.64000 23614.08| 91.00000 25692.03| 84.50000 23856.89
HYDRATED LIME | | |
0069 8110.50 114.106 StaM| 1116.90000 127444.99| 1211.00000 138182.37| 1125.00000 128369.25
HYDRATED LIME SLURRY STABILIZATION | | |
0070 9000.73 500.000 Mg | 18.35000 9175.00| 23.15000 11575.00| 19.70000 9850.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP3(9.5) | | |
0071 9005.00 900.000 Mg | 32.74000 29466.00| 27.00000 24300.00| 24.00000 21600.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(9.5) | | |
0072 9005.34 17800.000 Mg | 18.35000 326630.00| 23.15000 412070.00| 22.26000 396228.00
ASPHALTIC CONCRETE, TYPE SP3(9.5) | | |
0073 9009.00 5477.000 m2 | 3.20000 17526.40| 1.85000 10132.45| 3.00000 16431.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0074 9020.91 27.000 Mg | 238.28000 6433.56| 233.00000 6291.00| 211.00000 5697.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0075 9021.01 1046.000 Mg | 238.28000 249240.88| 233.00000 243718.00| 211.00000 220706.00
PERFORMANCE GRADED BINDER (64-22) | | |
0076 9034.00 5477.000 m2 | 1.22000 6681.94| 2.35000 12870.95| 1.70000 9310.90
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0077 9052.15 286565.000 L | 0.32000 91700.80| 0.34000 97432.10| 0.32000 91700.80
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0078 9053.00 47009.000 L | 0.24000 11282.16| 0.22000 10341.98| 0.29000 13632.61
TACK COAT | | |
0079 9111.00 802.000 kL | 1.02000 818.04| 2.40000 1924.80| 2.50000 2005.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -8
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 2252 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |PAULSEN, INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 9170.00 241.211 StaM| 147.51000 35581.03| 72.50000 17487.80| 109.00000 26292.00
EARTH SHOULDER CONSTRUCTION | | |
0081 9173.00 6.500 StaM| 751.72000 4886.18| 500.00000 3250.00| 1100.00000 7150.00
SUBGRADE PREPARATION | | |
0082 9173.15 241.211 StaM| 66.30000 15992.29| 72.00000 17367.19| 67.00000 16161.14
TRENCHED WIDENING | | |
0083 9188.50 464.000 m2 | 15.02000 6969.28| 23.25000 10788.00| 34.00000 15776.00
SURFACING UNDER GUARDRAIL | | |
0084 9300.52 12.100 LS | 1000.00000 1000.00| 2500.00000 2500.00| 3750.00000 3750.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 1,051,167.46| $ 1,117,922.26| $ 1,095,202.73
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0085 0001.10 1496.000 BDAY| 3.06000 4577.76| 3.65000 5460.40| 0.70000 1047.20
BARRICADE, TYPE III | | |
0086 0001.75 630.000 EACH| 2.30000 1449.00| 4.70000 2961.00| 6.50000 4095.00
TEMPORARY SIGN DAY | | |
0087 0001.90 7567.000 EACH| 0.51000 3859.17| 0.83000 6280.61| 0.85000 6431.95
SIGN DAY | | |
0088 0001.98 372.000 EACH| 1.02000 379.44| 1.10000 409.20| 3.00000 1116.00
CONTRACTOR FURNISHED SIGN | | |
0089 0003.10 120.000 DAY | 170.46000 20455.20| 168.00000 20160.00| 220.00000 26400.00
FLAGGING | | |
0090 0003.20 35.000 DAY | 226.46000 7926.10| 255.00000 8925.00| 325.00000 11375.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0091 0010.04 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 5000.00000 5000.00
FIELD OFFICE | | |
0092 0030.10 LUMP| 5000.00000 5000.00| 2200.00000 2200.00| 8500.00000 8500.00
MOBILIZATION | | |
0093 9110.01 50.000 HOUR| 55.00000 2750.00| 48.00000 2400.00| 58.00000 2900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0094 9110.02 40.000 HOUR| 55.00000 2200.00| 48.00000 1920.00| 58.00000 2320.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0095 9110.03 50.000 HOUR| 45.00000 2250.00| 41.50000 2075.00| 45.00000 2250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0096 9110.06 10.000 HOUR| 75.00000 750.00| 48.00000 480.00| 45.00000 450.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0097 9110.07 50.000 HOUR| 35.00000 1750.00| 33.00000 1650.00| 40.00000 2000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 53,846.67| $ 56,421.21| $ 73,885.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,623,386.61| $ 1,650,757.48| $ 1,705,405.65
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -9
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0875 |( 6 ) 2853
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 10350.00000 10350.00| 10000.00000 10000.00| 10974.36000 10974.36
MOBILIZATION | | |
0002 1000.00 23.000 EACH| 185.00000 4255.00| 179.00000 4117.00| 196.44000 4518.12
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 2745.00000 2745.00| 2650.00000 2650.00| 2908.21000 2908.21
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 55204.000 m3 | 1.53000 84462.12| 1.48000 81701.92| 1.62000 89430.48
EXCAVATION | | |
0005 1010.10 24342.000 m3 | 3.10000 75460.20| 2.97000 72295.74| 3.26000 79354.92
EXCAVATION, BORROW | | |
0006 1011.00 5966.000 kL | 0.21000 1252.86| 0.20000 1193.20| 0.22000 1312.52
WATER | | |
0007 1012.00 150.000 EACH| 57.25000 8587.50| 55.25000 8287.50| 72.43000 10864.50
RIGHT-OF-WAY MARKERS | | |
0008 1090.00 2.000 EACH| 830.00000 1660.00| 800.00000 1600.00| 219.49000 438.98
ABANDON WELLS | | |
0009 1102.00 4516.000 m2 | 3.20000 14451.20| 3.10000 13999.60| 1.48000 6683.68
REMOVE ASPHALT SURFACE | | |
0010 1106.00 497.000 m2 | 3.10000 1540.70| 3.00000 1491.00| 3.29000 1635.13
REMOVE DRIVEWAY | | |
0011 1111.00 1855.000 m | 0.80000 1484.00| 0.75000 1391.25| 0.82000 1521.10
REMOVE FENCE | | |
0012 1124.00 1.000 EACH| 4950.00000 4950.00| 4750.00000 4750.00| 5212.82000 5212.82
REMOVE BUILDING STA. 182+62.9 TO STA. | | |
183+00.4 LT. | | |
0013 1124.01 1.000 EACH| 570.00000 570.00| 550.00000 550.00| 603.59000 603.59
REMOVE BUILDING STA. 183+32.7 TO STA. | | |
183+42.4 LT. | | |
0014 1124.02 1.000 EACH| 10.35000 10.35| 10.00000 10.00| 10.97000 10.97
REMOVE BUILDING STA. 184+27.4 TO STA. | | |
184+36.0 LT. | | |
0015 1125.00 1.000 EACH| 620.00000 620.00| 600.00000 600.00| 658.46000 658.46
CLEAR TRACT STA. 182+62.9 TO STA. | | |
183+00.4 LT. | | |
0016 1125.01 1.000 EACH| 520.00000 520.00| 500.00000 500.00| 548.72000 548.72
CLEAR TRACT STA. 183+32.7 TO STA. | | |
183+42.4 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -10
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0875 |( 6 ) 2853
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 1125.02 1.000 EACH| 260.00000 260.00| 250.00000 250.00| 274.36000 274.36
CLEAR TRACT STA. 184+27.4 TO STA. | | |
184+36.0 LT. | | |
0018 1125.03 1.000 EACH| 830.00000 830.00| 800.00000 800.00| 877.95000 877.95
CLEAR TRACT STA. 184+55.5 TO STA. | | |
185+62.4 RT. | | |
0019 1125.04 1.000 EACH| 105.00000 105.00| 100.00000 100.00| 109.74000 109.74
CLEAR TRACT STA. 185+20.4 TO STA. | | |
185+43.7 LT. | | |
0020 1701.24 222.000 m | 44.00000 9768.00| 42.50000 9435.00| 46.64000 10354.08
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0021 1703.48 18.000 m | 113.00000 2034.00| 109.00000 1962.00| 119.62000 2153.16
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | |
4 OR 5 | | |
0022 7017.00 306.000 m | 5.70000 1744.20| 5.50000 1683.00| 5.49000 1679.94
REMOVE GUARDRAIL | | |
0023 L006.00 33.000 ha | 155.00000 5115.00| 150.00000 4950.00| 164.62000 5432.46
COVER CROP SEEDING | | |
0024 L020.09 330.000 m2 | 14.50000 4785.00| 11.11000 3666.30| 21.95000 7243.50
EROSION CONTROL, TYPE AAA | | |
0025 L020.10 4414.000 m2 | 1.65000 7283.10| 1.32000 5826.48| 2.80000 12359.20
EROSION CONTROL, TYPE HV | | |
0026 L021.06 306.000 BALE| 15.50000 4743.00| 25.25000 7726.50| 20.85000 6380.10
EROSION CHECKS, TYPE HV | | |
0027 L022.11 310.000 m | 7.25000 2247.50| 10.10000 3131.00| 8.78000 2721.80
FABRIC SILT FENCE-LOW POROSITY | | |
0028 L022.24 12.000 m | 8.30000 99.60| 30.30000 363.60| 21.95000 263.40
FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | |
SECTION TOTALS | $ 251,933.33| $ 245,031.09| $ 266,526.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0029 0030.40 LUMP| 2600.00000 2600.00| 5250.00000 5250.00| 2743.59000 2743.59
MOBILIZATION | | |
0030 1043.50 120.000 m2 | 4.10000 492.00| 2.00000 240.00| 4.39000 526.80
RIPRAP FILTER FABRIC | | |
0031 1119.00 1.000 EACH| 520.00000 520.00| 190.00000 190.00| 548.72000 548.72
REMOVE INLET | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -11
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0875 |( 6 ) 2853
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0032 1136.01 1.000 EACH| 260.00000 260.00| 870.00000 870.00| 274.36000 274.36
REMOVE CONCRETE APRON | | |
0033 4004.50 449.000 kg | 4.60000 2065.40| 2.70000 1212.30| 4.83000 2168.67
CAST IRON GRATE AND FRAME | | |
0034 4040.00 16.000 EACH| 105.00000 1680.00| 165.00000 2640.00| 109.74000 1755.84
REMOVE HEADWALLS FROM CULVERTS | | |
0035 4041.00 1.000 EACH| 520.00000 520.00| 1900.00000 1900.00| 548.72000 548.72
CULVERT CLEANOUT at sta. 131+24.97 | | |
0036 4050.01 2354.000 m3 | 12.50000 29425.00| 8.60000 20244.40| 13.17000 31002.18
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0037 4100.06 0.300 m3 | 1350.00000 405.00| 720.00000 216.00| 1434.34000 430.30
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0038 4105.59 2.200 m3 | 1015.00000 2233.00| 715.00000 1573.00| 1075.49000 2366.08
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0039 4150.00 22.000 kg | 2.35000 51.70| 1.85000 40.70| 2.47000 54.34
REINFORCING STEEL FOR HEADWALL | | |
0040 4155.50 72.000 kg | 2.35000 169.20| 1.85000 133.20| 2.47000 177.84
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0041 4310.24 33.000 EACH| 210.00000 6930.00| 210.00000 6930.00| 219.49000 7243.17
600 mm FLARED-END SECTION | | |
0042 4310.30 4.000 EACH| 270.00000 1080.00| 290.00000 1160.00| 285.33000 1141.32
750 mm FLARED-END SECTION | | |
0043 4310.36 12.000 EACH| 435.00000 5220.00| 395.00000 4740.00| 460.92000 5531.04
900 mm FLARED-END SECTION | | |
0044 4310.60 4.000 EACH| 670.00000 2680.00| 790.00000 3160.00| 3643.49000 14573.96
1500 mm FLARED-END SECTION | | |
0045 6105.01 146.000 Mg | 41.00000 5986.00| 41.00000 5986.00| 43.90000 6409.40
ROCK RIPRAP, TYPE A | | |
0046 P300.36 19.700 m | 95.00000 1871.50| 140.00000 2758.00| 98.77000 1945.77
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0047 P310.60 47.500 m | 285.00000 13537.50| 167.00000 7932.50| 301.79000 14335.03
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0048 P402.24 13.600 m | 67.00000 911.20| 97.00000 1319.20| 71.33000 970.09
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0049 P500.24 345.500 m | 80.00000 27640.00| 97.00000 33513.50| 84.50000 29194.75
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -12
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0875 |( 6 ) 2853
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 P500.30 41.100 m | 100.00000 4110.00| 118.00000 4849.80| 106.45000 4375.10
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0051 P500.36 133.500 m | 125.00000 16687.50| 140.00000 18690.00| 129.50000 17288.25
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
SECTION TOTALS | $ 127,075.00| $ 125,548.60| $ 145,605.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0052 0030.50 LUMP| 625.00000 625.00| 3030.00000 3030.00| 658.46000 658.46
MOBILIZATION | | |
0053 L001.01 24.000 ha | 1200.00000 28800.00| 1414.00000 33936.00| 1256.56000 30157.44
SEEDING, TYPE A | | |
0054 L001.02 9.000 ha | 950.00000 8550.00| 1161.50000 10453.50| 998.67000 8988.03
SEEDING, TYPE B | | |
0055 L032.75 165.000 Mg | 65.00000 10725.00| 111.10000 18331.50| 65.85000 10865.25
MULCH | | |
SECTION TOTALS | $ 48,700.00| $ 65,751.00| $ 50,669.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0056 0030.70 LUMP| 1350.00000 1350.00| 2160.80000 2160.80| 1438.52000 1438.52
MOBILIZATION | | |
0057 6010.26 5.400 m3 | 1550.00000 8370.00| 1500.00000 8100.00| 1646.15000 8889.21
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0058 6020.00 820.000 kg | 4.10000 3362.00| 4.00000 3280.00| 4.39000 3599.80
REINFORCING STEEL FOR BRIDGE | | |
0059 7011.20 125.730 m | 41.50000 5217.80| 40.00000 5029.20| 43.90000 5519.55
W-BEAM GUARDRAIL | | |
0060 7020.00 8.000 EACH| 2100.00000 16800.00| 2000.00000 16000.00| 2194.87000 17558.96
BRIDGE APPROACH SECTIONS | | |
0061 7024.27 8.000 EACH| 1550.00000 12400.00| 1500.00000 12000.00| 1646.15000 13169.20
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 47,499.80| $ 46,570.00| $ 50,175.24
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0062 0002.55 120.600 StaM| 34.00000 4100.40| 22.73000 2741.24| 36.22000 4368.13
OVERLAY BROKEN LINES | | |
0063 0002.60 241.200 StaM| 34.00000 8200.80| 22.73000 5482.48| 36.22000 8736.26
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -13
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0875 |( 6 ) 2853
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 0030.90 LUMP| 91000.00000 91000.00| 62725.00000 62725.00| 70351.81000 70351.81
MOBILIZATION | | |
0065 2001.00 68.000 m3 | 21.25000 1445.00| 25.50000 1734.00| 26.68000 1814.24
GRAVEL SURFACE COURSE | | |
0066 2020.00 64.000 m2 | 15.15000 969.60| 6.00000 384.00| 10.42000 666.88
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0067 2021.00 2.000 EACH| 52.00000 104.00| 101.00000 202.00| 54.87000 109.74
MAILBOX POST | | |
0068 8022.00 282.330 Mg | 85.00000 23998.05| 82.00000 23151.06| 89.99000 25406.88
HYDRATED LIME | | |
0069 8110.50 114.106 StaM| 1135.00000 129510.31| 1095.00000 124946.07| 1201.63000 137113.19
HYDRATED LIME SLURRY STABILIZATION | | |
0070 9000.73 500.000 Mg | 23.00000 11500.00| 26.41000 13205.00| 20.99000 10495.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP3(9.5) | | |
0071 9005.00 900.000 Mg | 49.35000 44415.00| 64.23000 57807.00| 45.17000 40653.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(9.5) | | |
0072 9005.34 17800.000 Mg | 23.00000 409400.00| 26.36000 469208.00| 27.78000 494484.00
ASPHALTIC CONCRETE, TYPE SP3(9.5) | | |
0073 9009.00 5477.000 m2 | 4.80000 26289.60| 3.60000 19717.20| 4.11000 22510.47
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0074 9020.91 27.000 Mg | 220.00000 5940.00| 215.48000 5817.96| 210.49000 5683.23
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0075 9021.01 1046.000 Mg | 220.00000 230120.00| 215.48000 225392.08| 210.49000 220172.54
PERFORMANCE GRADED BINDER (64-22) | | |
0076 9034.00 5477.000 m2 | 2.50000 13692.50| 2.25000 12323.25| 1.39000 7613.03
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0077 9052.15 286565.000 L | 0.32000 91700.80| 0.32000 91700.80| 0.34000 97432.10
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0078 9053.00 47009.000 L | 0.22000 10341.98| 0.13000 6111.17| 0.24000 11282.16
TACK COAT | | |
0079 9111.00 802.000 kL | 0.31000 248.62| 1.00000 802.00| 16.03000 12856.06
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F17 -14
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4869X COUNTIES : HOWARD
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0875 |( 6 ) 2853
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 9170.00 241.211 StaM| 135.00000 32563.49| 144.25000 34794.69| 134.23000 32377.75
EARTH SHOULDER CONSTRUCTION | | |
0081 9173.00 6.500 StaM| 1625.00000 10562.50| 1395.85000 9073.03| 1462.96000 9509.24
SUBGRADE PREPARATION | | |
0082 9173.15 241.211 StaM| 67.30000 16233.50| 65.00000 15678.72| 71.33000 17205.58
TRENCHED WIDENING | | |
0083 9188.50 464.000 m2 | 20.85000 9674.40| 21.00000 9744.00| 69.68000 32331.52
SURFACING UNDER GUARDRAIL | | |
0084 9300.52 12.100 LS | 5000.00000 5000.00| 2500.00000 2500.00| 1817.92000 1817.92
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 1,177,010.55| $ 1,195,240.75| $ 1,264,990.73
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0085 0001.10 1496.000 BDAY| 1.05000 1570.80| 3.03000 4532.88| 1.10000 1645.60
BARRICADE, TYPE III | | |
0086 0001.75 630.000 EACH| 3.10000 1953.00| 2.27000 1430.10| 5.49000 3458.70
TEMPORARY SIGN DAY | | |
0087 0001.90 7567.000 EACH| 0.62000 4691.54| 0.51000 3859.17| 0.66000 4994.22
SIGN DAY | | |
0088 0001.98 372.000 EACH| 0.67000 249.24| 1.01000 375.72| 0.71000 264.12
CONTRACTOR FURNISHED SIGN | | |
0089 0003.10 120.000 DAY | 200.00000 24000.00| 200.00000 24000.00| 273.26000 32791.20
FLAGGING | | |
0090 0003.20 35.000 DAY | 250.00000 8750.00| 280.00000 9800.00| 252.28000 8829.80
FURNISHING AND OPERATING PILOT VEHICLE | | |
0091 0010.04 1.000 EACH| 2350.00000 2350.00| 2000.00000 2000.00| 4938.46000 4938.46
FIELD OFFICE | | |
0092 0030.10 LUMP| 1050.00000 1050.00| 1000.00000 1000.00| 4214.64000 4214.64
MOBILIZATION | | |
0093 9110.01 50.000 HOUR| 57.00000 2850.00| 65.00000 3250.00| 66.90000 3345.00
RENTAL OF LOADER, FULLY OPERATED | | |
0094 9110.02 40.000 HOUR| 73.00000 2920.00| 65.00000 2600.00| 60.33000 2413.20
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0095 9110.03 50.000 HOUR| 49.00000 2450.00| 55.00000 2750.00| 46.86000 2343.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0096 9110.06 10.000 HOUR| 57.00000 570.00| 65.00000 650.00| 52.70000 527.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0097 9110.07 50.000 HOUR| 37.00000 1850.00| 50.00000 2500.00| 46.40000 2320.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 55,254.58| $ 58,747.87| $ 72,084.94
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,707,473.26| $ 1,736,889.31| $ 1,850,051.66
====================================================================================================================================