|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
CONTRACT DESCRIPTION :
ON N-32 IN MADISON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2762 A & R CONSTRUCTION CO. $ 610,507.95 100.0000%
2 2252 PAULSEN, INC. $ 631,979.63 103.5170%
3 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 662,852.38 108.5739%
4 2788 CASTLE CONSTRUCTION, INC. $ 726,289.52 118.9647%
5 1227 GILBERT CENTRAL CORP. $ 784,619.17 128.5190%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
====================================================================================================================================
|(1) 2762 |(2) 2252 |(3) 1613
|A & R CONSTRUCTION CO. |PAULSEN, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.25 608.000 m2 | 2.08000 1264.64| 4.00000 2432.00| 2.40000 1459.20
WEED CONTROL FABRIC | | |
0002 0030.10 LUMP| 2700.00000 2700.00| 3000.00000 3000.00| 2620.00000 2620.00
MOBILIZATION | | |
0003 1009.00 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3090.00000 3090.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 3581.000 m3 | 3.51000 12569.31| 3.80000 13607.80| 3.60000 12891.60
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 40.000 kL | 11.00000 440.00| 3.00000 120.00| 10.50000 420.00
WATER | | |
0006 1101.00 7497.000 m2 | 3.65000 27364.05| 4.75000 35610.75| 3.20000 23990.40
REMOVE PAVEMENT | | |
0007 1106.00 778.000 m2 | 3.80000 2956.40| 5.00000 3890.00| 3.20000 2489.60
REMOVE DRIVEWAY | | |
0008 1107.00 303.000 m2 | 3.95000 1196.85| 4.60000 1393.80| 3.20000 969.60
REMOVE WALK | | |
SECTION TOTALS | $ 51,491.25| $ 63,554.35| $ 47,930.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0009 L010.00 3520.000 m2 | 3.99000 14044.80| 6.00000 21120.00| 5.80000 20416.00
SODDING | | |
0010 0030.30 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 25000.00000 25000.00
MOBILIZATION | | |
0011 2010.00 51.000 m3 | 36.25000 1848.75| 32.00000 1632.00| 48.40000 2468.40
CRUSHED ROCK SURFACE COURSE | | |
0012 3013.11 10.420 m | 65.00000 677.30| 50.00000 521.00| 52.90000 551.22
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0013 3016.21 568.000 m2 | 27.12000 15404.16| 28.00000 15904.00| 28.00000 15904.00
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0014 3020.26 775.000 m2 | 32.12000 24893.00| 32.00000 24800.00| 37.50000 29062.50
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0015 3075.45 7715.000 m2 | 35.12000 270950.80| 28.40000 219106.00| 34.70000 267710.50
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0016 8029.04 7715.000 m2 | 4.00000 30860.00| 5.50000 42432.50| 7.20000 55548.00
AGGREGATE FOUNDATION COURSE 100 mm | | |
0017 9111.00 151.000 kL | 10.00000 1510.00| 2.00000 302.00| 2.80000 422.80
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
====================================================================================================================================
|(1) 2762 |(2) 2252 |(3) 1613
|A & R CONSTRUCTION CO. |PAULSEN, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 9170.00 12.122 StaM| 196.00000 2375.91| 270.00000 3272.94| 249.40000 3023.23
EARTH SHOULDER CONSTRUCTION | | |
0019 9173.20 8490.000 m2 | 1.98000 16810.20| 0.85000 7216.50| 1.30000 11037.00
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 382,374.92| $ 351,306.94| $ 431,143.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERT
| | |
0020 P700.12 13.500 m | 76.56000 1033.56| 92.00000 1242.00| 66.80000 901.80
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0021 P700.15 66.000 m | 84.32000 5565.12| 99.00000 6534.00| 74.30000 4903.80
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0022 P700.18 198.000 m | 93.36000 18485.28| 114.00000 22572.00| 88.10000 17443.80
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0023 P700.24 15.000 m | 115.00000 1725.00| 150.00000 2250.00| 119.80000 1797.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0024 0030.40 LUMP| 2000.00000 2000.00| 8500.00000 8500.00| 5000.00000 5000.00
MOBILIZATION | | |
0025 1119.00 4.000 EACH| 350.00000 1400.00| 325.00000 1300.00| 349.20000 1396.80
REMOVE INLET | | |
0026 4002.00 741.000 kg | 3.12000 2311.92| 4.00000 2964.00| 3.20000 2371.20
CAST IRON COVER AND FRAME | | |
0027 4015.00 5.000 EACH| 345.00000 1725.00| 125.00000 625.00| 199.50000 997.50
ADJUST MANHOLE TO GRADE | | |
0028 4017.00 2.000 EACH| 400.00000 800.00| 775.00000 1550.00| 698.40000 1396.80
TAPPING EXISTING MANHOLE | | |
0029 4018.50 4.000 EACH| 350.00000 1400.00| 730.00000 2920.00| 498.80000 1995.20
TAPPING EXISTING PIPE | | |
0030 4043.50 26.500 m | 24.00000 636.00| 31.00000 821.50| 33.90000 898.35
REMOVE SEWER PIPE | | |
0031 4093.80 417.840 m2 | 138.36000 57812.34| 180.00000 75211.20| 131.50000 54945.96
WALL MATERIALS | | |
0032 4095.15 396.490 m | 18.00000 7136.82| 20.75000 8227.17| 36.60000 14511.53
COMPACTED EARTH LEVELING PAD | | |
0033 4103.06 1.440 m3 | 525.00000 756.00| 1600.00000 2304.00| 3050.00000 4392.00
CLASS 47B-20 CONCRETE FOR STEP | | |
0034 4105.56 32.971 m3 | 625.00000 20606.88| 690.00000 22749.99| 523.30000 17253.72
CONCRETE FOR INLET AND JUNCTION BOX | | |
0035 4155.50 1451.600 kg | 1.34000 1945.14| 2.30000 3338.68| 1.70000 2467.72
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
====================================================================================================================================
|(1) 2762 |(2) 2252 |(3) 1613
|A & R CONSTRUCTION CO. |PAULSEN, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4310.12 2.000 EACH| 152.00000 304.00| 325.00000 650.00| 269.40000 538.80
300 mm FLARED-END SECTION | | |
0037 8024.50 110.640 m3 | 61.00000 6749.04| 70.00000 7744.80| 51.30000 5675.83
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 132,392.10| $ 171,504.34| $ 138,887.81
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0038 A009.29 13.000 EACH| 1600.00000 20800.00| 1770.00000 23010.00| 1581.00000 20553.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25 | | |
0039 A020.30 1.000 EACH| 1700.00000 1700.00| 1800.00000 1800.00| 1644.00000 1644.00
LIGHTING CONTROL CENTER, TYPE R | | |
0040 A070.10 526.000 m | 7.52000 3955.52| 8.00000 4208.00| 7.33000 3855.58
38 mm CONDUIT IN TRENCH | | |
0041 A074.12 178.000 m | 7.52000 1338.56| 8.00000 1424.00| 7.33000 1304.74
38 mm CONDUIT, JACKED | | |
0042 A080.22 1408.000 m | 1.45000 2041.60| 1.50000 2112.00| 1.47000 2069.76
STREET LIGHTING CABLE, NO. 6 BARE | | |
0043 A080.24 704.000 m | 1.55000 1091.20| 1.50000 1056.00| 1.57000 1105.28
STREET LIGHTING CABLE, NO. 6 USE | | |
0044 0030.81 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2040.00000 2040.00
MOBILIZATION | | |
SECTION TOTALS | $ 32,926.88| $ 35,610.00| $ 32,572.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0045 0001.10 1976.000 BDAY| 1.90000 3754.40| 3.50000 6916.00| 1.78000 3517.28
BARRICADE, TYPE III | | |
0046 0001.30 104.000 LDAY| 1.90000 197.60| 1.75000 182.00| 1.05000 109.20
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0047 0001.90 2912.000 EACH| 0.90000 2620.80| 0.50000 1456.00| 0.89000 2591.68
SIGN DAY | | |
0048 0010.04 1.000 EACH| 2000.00000 2000.00| 1200.00000 1200.00| 3000.00000 3000.00
FIELD OFFICE | | |
0049 0030.10 LUMP| 2750.00000 2750.00| 250.00000 250.00| 3100.00000 3100.00
MOBILIZATION | | |
SECTION TOTALS | $ 11,322.80| $ 10,004.00| $ 12,318.16
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 610,507.95| $ 631,979.63| $ 662,852.38
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
====================================================================================================================================
|(4) 2788 |(5) 1227 |
|CASTLE CONSTRUCTION, INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.25 608.000 m2 | 2.00000 1216.00| 4.00000 2432.00|
WEED CONTROL FABRIC | | |
0002 0030.10 LUMP| 6000.00000 6000.00| 10000.00000 10000.00|
MOBILIZATION | | |
0003 1009.00 LUMP| 5000.00000 5000.00| 10000.00000 10000.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 3581.000 m3 | 5.25000 18800.25| 4.00000 14324.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 40.000 kL | 15.00000 600.00| 5.00000 200.00|
WATER | | |
0006 1101.00 7497.000 m2 | 3.14000 23540.58| 3.50000 26239.50|
REMOVE PAVEMENT | | |
0007 1106.00 778.000 m2 | 3.57000 2777.46| 3.50000 2723.00|
REMOVE DRIVEWAY | | |
0008 1107.00 303.000 m2 | 4.33000 1311.99| 3.50000 1060.50|
REMOVE WALK | | |
SECTION TOTALS | $ 59,246.28| $ 66,979.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0009 L010.00 3520.000 m2 | 4.05000 14256.00| 6.10000 21472.00|
SODDING | | |
0010 0030.30 LUMP| 39400.00000 39400.00| 36100.00000 36100.00|
MOBILIZATION | | |
0011 2010.00 51.000 m3 | 39.55000 2017.05| 75.00000 3825.00|
CRUSHED ROCK SURFACE COURSE | | |
0012 3013.11 10.420 m | 88.82000 925.50| 75.00000 781.50|
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0013 3016.21 568.000 m2 | 24.89000 14137.52| 35.00000 19880.00|
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0014 3020.26 775.000 m2 | 33.97000 26326.75| 37.00000 28675.00|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0015 3075.45 7715.000 m2 | 35.70000 275425.50| 39.00000 300885.00|
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0016 8029.04 7715.000 m2 | 6.38000 49221.70| 7.00000 54005.00|
AGGREGATE FOUNDATION COURSE 100 mm | | |
0017 9111.00 151.000 kL | 12.00000 1812.00| 4.00000 604.00|
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
====================================================================================================================================
|(4) 2788 |(5) 1227 |
|CASTLE CONSTRUCTION, INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 9170.00 12.122 StaM| 426.40000 5168.82| 735.00000 8909.67|
EARTH SHOULDER CONSTRUCTION | | |
0019 9173.20 8490.000 m2 | 2.27000 19272.30| 4.00000 33960.00|
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 447,963.14| $ 509,097.17|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERT
| | |
0020 P700.12 13.500 m | 65.46000 883.71| 127.00000 1714.50|
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0021 P700.15 66.000 m | 67.43000 4450.38| 126.00000 8316.00|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0022 P700.18 198.000 m | 78.62000 15566.76| 97.00000 19206.00|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0023 P700.24 15.000 m | 108.55000 1628.25| 132.00000 1980.00|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0024 0030.40 LUMP| 18000.00000 18000.00| 13000.00000 13000.00|
MOBILIZATION | | |
0025 1119.00 4.000 EACH| 150.00000 600.00| 436.00000 1744.00|
REMOVE INLET | | |
0026 4002.00 741.000 kg | 7.72000 5720.52| 2.00000 1482.00|
CAST IRON COVER AND FRAME | | |
0027 4015.00 5.000 EACH| 170.00000 850.00| 190.00000 950.00|
ADJUST MANHOLE TO GRADE | | |
0028 4017.00 2.000 EACH| 245.00000 490.00| 685.00000 1370.00|
TAPPING EXISTING MANHOLE | | |
0029 4018.50 4.000 EACH| 290.00000 1160.00| 468.00000 1872.00|
TAPPING EXISTING PIPE | | |
0030 4043.50 26.500 m | 39.47000 1045.96| 79.00000 2093.50|
REMOVE SEWER PIPE | | |
0031 4093.80 417.840 m2 | 170.00000 71032.80| 130.00000 54319.20|
WALL MATERIALS | | |
0032 4095.15 396.490 m | 22.75000 9020.15| 20.00000 7929.80|
COMPACTED EARTH LEVELING PAD | | |
0033 4103.06 1.440 m3 | 1977.45000 2847.53| 3500.00000 5040.00|
CLASS 47B-20 CONCRETE FOR STEP | | |
0034 4105.56 32.971 m3 | 777.80000 25644.84| 800.00000 26376.80|
CONCRETE FOR INLET AND JUNCTION BOX | | |
0035 4155.50 1451.600 kg | 1.63000 2366.11| 1.00000 1451.60|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F13 CONTRACT ID : 3370 COUNTIES : MADISON
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-32-5(104)
====================================================================================================================================
|(4) 2788 |(5) 1227 |
|CASTLE CONSTRUCTION, INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4310.12 2.000 EACH| 248.00000 496.00| 325.00000 650.00|
300 mm FLARED-END SECTION | | |
0037 8024.50 110.640 m3 | 68.20000 7545.65| 125.00000 13830.00|
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 169,348.66| $ 163,325.40|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0038 A009.29 13.000 EACH| 1590.00000 20670.00| 1661.00000 21593.00|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25 | | |
0039 A020.30 1.000 EACH| 1500.00000 1500.00| 1727.00000 1727.00|
LIGHTING CONTROL CENTER, TYPE R | | |
0040 A070.10 526.000 m | 6.40000 3366.40| 7.70000 4050.20|
38 mm CONDUIT IN TRENCH | | |
0041 A074.12 178.000 m | 50.00000 8900.00| 7.70000 1370.60|
38 mm CONDUIT, JACKED | | |
0042 A080.22 1408.000 m | 0.98000 1379.84| 1.50000 2112.00|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0043 A080.24 704.000 m | 2.10000 1478.40| 1.70000 1196.80|
STREET LIGHTING CABLE, NO. 6 USE | | |
0044 0030.81 LUMP| 2500.00000 2500.00| 2148.00000 2148.00|
MOBILIZATION | | |
SECTION TOTALS | $ 39,794.64| $ 34,197.60|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0045 0001.10 1976.000 BDAY| 2.75000 5434.00| 2.80000 5532.80|
BARRICADE, TYPE III | | |
0046 0001.30 104.000 LDAY| 1.85000 192.40| 1.70000 176.80|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0047 0001.90 2912.000 EACH| 0.45000 1310.40| 0.45000 1310.40|
SIGN DAY | | |
0048 0010.04 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00|
FIELD OFFICE | | |
0049 0030.10 LUMP| 1000.00000 1000.00| 2500.00000 2500.00|
MOBILIZATION | | |
SECTION TOTALS | $ 9,936.80| $ 11,020.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 726,289.52| $ 784,619.17|
====================================================================================================================================