|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F13 CONTRACT ID : 3305 COUNTIES : DAKOTA
LETTING DATE : 04/18/02 DISTRICT : 3
PROJECT(S) : EACSTPE-3925(1)
CONTRACT DESCRIPTION : EACSTPE-3925(2)
ON COUNTY A ROAD, NORTHEAST OF HUBBARD &
SOUTHWEST OF JACKSON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2775 GILL CONSTRUCTION, INC. $ 1,296,647.09 100.0000%
2 2252 PAULSEN, INC. $ 1,724,298.21 132.9813%
3 3572 UPPER PLAINS CONTRACTING, INC. $ 2,056,533.85 158.6039%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3305 COUNTIES : DAKOTA
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACSTPE-3925(1)
EACSTPE-3925(2)
====================================================================================================================================
|(1) 2775 |(2) 2252 |(3) 3572
|GILL CONSTRUCTION, INC. |PAULSEN, INC. |UPPER PLAINS CONTRACTING, IN
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 14.200 ha | 255.00000 3621.00| 250.00000 3550.00| 450.00000 6390.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 5100.00000 5100.00| 10000.00000 10000.00| 15000.00000 15000.00
MOBILIZATION | | |
0003 1009.00 LUMP| 4182.00000 4182.00| 4300.00000 4300.00| 20000.00000 20000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 17405.000 m3 | 2.40000 41772.00| 2.45000 42642.25| 2.50000 43512.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 3030.000 kL | 1.02000 3090.60| 1.50000 4545.00| 3.00000 9090.00
WATER | | |
0006 1030.00 45700.000 m3 | 1.13000 51641.00| 1.20000 54840.00| 3.40000 155380.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1042.00 1700.000 m2 | 1.13000 1921.00| 1.10000 1870.00| 0.35000 595.00
SALVAGING AND PLACING HYDRIC SOIL | | |
0008 1090.00 1.000 EACH| 357.00000 357.00| 350.00000 350.00| 2000.00000 2000.00
ABANDON WELLS | | |
0009 1102.00 200.000 m2 | 3.67000 734.00| 3.75000 750.00| 4.00000 800.00
REMOVE ASPHALT SURFACE | | |
0010 1320.18 120.500 m | 28.56000 3441.48| 28.00000 3374.00| 37.00000 4458.50
450 mm CORRUGATED METAL PIPE FOR | | |
DRIVEWAY CULVERT PIPE | | |
0011 1320.24 8.900 m | 40.80000 363.12| 41.00000 364.90| 46.00000 409.40
600 mm CORRUGATED METAL PIPE FOR | | |
DRIVEWAY CULVERT PIPE | | |
0012 1320.36 19.000 m | 65.28000 1240.32| 66.00000 1254.00| 80.00000 1520.00
900 mm CORRUGATED METAL PIPE FOR | | |
DRIVEWAY CULVERT PIPE | | |
0013 1405.00 5.486 m | 12.24000 67.15| 12.50000 68.58| 55.00000 301.73
RELAYING DRIVEWAY CULVERT PIPE | | |
0014 4360.36 4.000 EACH| 306.00000 1224.00| 300.00000 1200.00| 440.00000 1760.00
900 mm METAL FLARED-END SECTION | | |
SECTION TOTALS | $ 118,754.67| $ 129,108.73| $ 261,217.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0015 L001.01 9.700 ha | 933.30000 9053.01| 1175.00000 11397.50| 1000.00000 9700.00
SEEDING, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3305 COUNTIES : DAKOTA
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACSTPE-3925(1)
EACSTPE-3925(2)
====================================================================================================================================
|(1) 2775 |(2) 2252 |(3) 3572
|GILL CONSTRUCTION, INC. |PAULSEN, INC. |UPPER PLAINS CONTRACTING, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 L001.02 4.500 ha | 872.10000 3924.45| 1100.00000 4950.00| 1000.00000 4500.00
SEEDING, TYPE B | | |
0017 L001.17 0.251 ha | 3225.00000 809.48| 7010.00000 1759.51| 12000.00000 3012.00
SEEDING, TYPE WETLAND | | |
0018 L032.75 71.000 Mg | 91.80000 6517.80| 85.00000 6035.00| 150.00000 10650.00
MULCH | | |
0019 0002.76 15143.000 m | 0.19000 2877.17| 0.80000 12114.40| 0.25000 3785.75
PERMANENT PAVEMENT MARKING PAINT | | |
0020 0030.30 LUMP| 1995.00000 1995.00| 56000.00000 56000.00| 125000.00000 125000.00
MOBILIZATION | | |
0021 2001.00 523.000 m3 | 15.75000 8237.25| 20.00000 10460.00| 30.00000 15690.00
GRAVEL SURFACE COURSE | | |
0022 2020.00 207.000 m2 | 30.06000 6222.42| 25.00000 5175.00| 45.00000 9315.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0023 2021.00 7.000 EACH| 50.00000 350.00| 65.00000 455.00| 55.00000 385.00
MAILBOX POST | | |
0024 3008.05 12.000 EACH| 10.00000 120.00| 3.00000 36.00| 60.00000 720.00
TIE BARS | | |
0025 3020.24 925.860 m2 | 34.21000 31673.67| 27.00000 24998.22| 70.00000 64810.20
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0026 3020.32 234.430 m2 | 35.87000 8409.00| 27.50000 6446.83| 85.00000 19926.55
CONCRETE CLASS 47B-HE-25 DRIVEWAY | | |
0027 3050.15 184.094 m3 | 241.87000 44526.82| 365.00000 67194.31| 275.00000 50625.85
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0028 3051.10 11597.072 kg | 1.40000 16235.90| 2.00000 23194.14| 1.60000 18555.32
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0029 3070.12 2.502 m3 | 131.89000 329.99| 150.00000 375.30| 110.00000 275.22
CONCRETE FOR HEADERS, CLASS 47B-25 | | |
0030 3075.32 39865.116 m2 | 21.18000 844343.16| 29.15000 1162068.13| 31.00000 1235818.60
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0031 3091.18 439.560 m2 | 30.32000 13327.46| 34.00000 14945.04| 43.00000 18901.08
205 mm CONCRETE PAVEMENT CLASS 47B-HE-25| | |
0032 3300.65 22.000 EACH| 55.00000 1210.00| 100.00000 2200.00| 100.00000 2200.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0033 4763.26 8.000 EACH| 160.00000 1280.00| 100.00000 800.00| 225.00000 1800.00
UNDERDRAIN HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3305 COUNTIES : DAKOTA
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACSTPE-3925(1)
EACSTPE-3925(2)
====================================================================================================================================
|(1) 2775 |(2) 2252 |(3) 3572
|GILL CONSTRUCTION, INC. |PAULSEN, INC. |UPPER PLAINS CONTRACTING, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4764.36 24.000 m | 27.00000 648.00| 55.00000 1320.00| 44.00000 1056.00
150mm NONPERFORATED PIPE UNDERDRAIN | | |
0035 4764.37 350.000 m | 27.00000 9450.00| 55.00000 19250.00| 44.00000 15400.00
150mm PERFORATED PIPE UNDERDRAIN | | |
0036 9034.00 2321.000 m2 | 1.68000 3899.28| 0.80000 1856.80| 2.75000 6382.75
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0037 9111.00 930.000 kL | 1.10000 1023.00| 3.50000 3255.00| 1.60000 1488.00
WATER | | |
0038 9170.00 121.172 StaM| 200.00000 24234.40| 225.00000 27263.70| 200.00000 24234.40
EARTH SHOULDER CONSTRUCTION | | |
0039 9173.20 40189.000 m2 | 1.10000 44207.90| 0.65000 26122.85| 1.00000 40189.00
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 1,084,905.16| $ 1,489,672.73| $ 1,684,420.72
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0040 0030.40 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 4000.00000 4000.00
MOBILIZATION | | |
0041 4040.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00
REMOVE HEADWALLS FROM CULVERTS | | |
0042 4050.01 1154.000 m3 | 13.00000 15002.00| 13.00000 15002.00| 15.00000 17310.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0043 4450.24 68.000 m | 89.75000 6103.00| 90.00000 6120.00| 100.00000 6800.00
600 mm REINFORCED CONCRETE PIPE | | |
0044 4450.30 33.700 m | 157.50000 5307.75| 160.00000 5392.00| 170.00000 5729.00
750 mm REINFORCED CONCRETE PIPE | | |
0045 4450.36 31.500 m | 176.30000 5553.45| 180.00000 5670.00| 200.00000 6300.00
900 mm REINFORCED CONCRETE PIPE | | |
0046 4450.48 30.300 m | 313.20000 9489.96| 325.00000 9847.50| 350.00000 10605.00
1200 mm REINFORCED CONCRETE PIPE | | |
0047 4450.72 30.000 m | 526.80000 15804.00| 530.00000 15900.00| 575.00000 17250.00
1800 mm REINFORCED CONCRETE PIPE | | |
0048 4460.24 10.000 EACH| 442.20000 4422.00| 450.00000 4500.00| 475.00000 4750.00
600 mm CONCRETE FLARED-END SECTION | | |
0049 4460.30 4.000 EACH| 581.25000 2325.00| 600.00000 2400.00| 625.00000 2500.00
750 mm CONCRETE FLARED END SECTION | | |
0050 4460.36 4.000 EACH| 775.60000 3102.40| 777.00000 3108.00| 850.00000 3400.00
900 mm CONCRETE FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3305 COUNTIES : DAKOTA
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACSTPE-3925(1)
EACSTPE-3925(2)
====================================================================================================================================
|(1) 2775 |(2) 2252 |(3) 3572
|GILL CONSTRUCTION, INC. |PAULSEN, INC. |UPPER PLAINS CONTRACTING, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 4460.48 3.000 EACH| 1008.85000 3026.55| 1010.00000 3030.00| 1100.00000 3300.00
1200 mm CONCRETE FLARED-END SECTION | | |
0052 4460.72 4.000 EACH| 1656.00000 6624.00| 1670.00000 6680.00| 1800.00000 7200.00
1800 mm CONCRETE FLARED-END SECTION | | |
0053 4500.36 24.000 m | 237.25000 5694.00| 250.00000 6000.00| 260.00000 6240.00
900 mm ROUND EQUIVALENT REINFORCED | | |
CONCRETE PIPE | | |
0054 4510.36 4.000 EACH| 750.40000 3001.60| 755.00000 3020.00| 815.00000 3260.00
900 mm ROUND EQUIVALENT CONCRETE | | |
FLARED-END SECTION | | |
SECTION TOTALS | $ 88,955.71| $ 92,169.50| $ 99,194.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0055 0001.10 2042.000 BDAY| 1.00000 2042.00| 4.00000 8168.00| 1.50000 3063.00
BARRICADE, TYPE III | | |
0056 0001.30 500.000 LDAY| 1.00000 500.00| 1.00000 500.00| 1.50000 750.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0057 0001.90 1639.000 EACH| 0.45000 737.55| 0.75000 1229.25| 1.00000 1639.00
SIGN DAY | | |
0058 0010.04 1.000 EACH| 1.00000 1.00| 1200.00000 1200.00| 5000.00000 5000.00
FIELD OFFICE | | |
0059 0030.00 LUMP| 1.00000 1.00| 1500.00000 1500.00| 500.00000 500.00
MOBILIZATION | | |
0060 9110.09 5.000 HOUR| 150.00000 750.00| 150.00000 750.00| 150.00000 750.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 4,031.55| $ 13,347.25| $ 11,702.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,296,647.09| $ 1,724,298.21| $ 2,056,533.85
====================================================================================================================================