|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : N26 DATE : 04/19/02
DATE OF LETTING : 04/18/02 PAGE : 1
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0137 L 0001 $ 160.00000 $ 640.00
0137 L 0002 $ 7,500.00000 $ 5,475.00
0137 L 0003 $ 1.50000 $ 67,686.00
0137 L 0004 $ 12.00000 $ 6,355.20
0137 L 0005 $ 1.50000 $ 6,855.00
0137 L 0006 $ 11.00000 $ 924.00
0137 L 0007 $ 10.00000 $ 1,900.00
0137 L 0008 $ 10.00000 $ 400.00
0137 L 0009 $ 20.00000 $ 1,300.00
0137 L 0010 $ 55.00000 $ 1,463.00
0137 L 0011 $ 165,000.00000 $ 165,000.00
0137 L 0012 $ 4,000.00000 $ 4,000.00
0137 L 0013 $ 2.50000 $ 39,435.00
0137 L 0014 $ 2.15000 $ 39,130.00
0137 L 0015 $ 60.00000 $ 1,200.00
0137 L 0016 $ 4.60000 $ 1,550,195.40
0137 L 0017 $ 2.90000 $ 48,966.50
0137 L 0018 $ 2.90000 $ 14,012.80
0137 L 0019 $ 40.00000 $ 2,428.00
0137 L 0020 $ 165.00000 $ 330.00
0137 L 0021 $ 60,500.00000 $ 60,500.00
0137 L 0022 $ 150.00000 $ 165,075.00
0137 L 0023 $ 25.00000 $ 5,395.00
0137 L 0024 $ 180.00000 $ 40,410.00
0137 L 0025 $ 17,500.00000 $ 17,500.00
0137 L 0026 $ 70.00000 $ 20,195.00
0137 L 0027 $ 14.50000 $ 83,969.50
0137 L 0028 $ 190.00000 $ 1,064.00
0137 L 0029 $ 210.00000 $ 4,515.00
0137 L 0030 $ 200.00000 $ 8,580.00
0137 L 0031 $ 75.00000 $ 7,417.50
0137 L 0032 $ 65.00000 $ 1,267.50
0137 L 0033 $ 6,500.00000 $ 6,500.00
0137 L 0034 $ 4.50000 $ 2,020.50
0137 L 0035 $ 150.00000 $ 1,200.00
0137 L 0036 $ 25.00000 $ 13,300.00
0137 L 0037 $ 1,500.00000 $ 3,000.00
0137 L 0038 $ 1,500.00000 $ 1,170.00
0137 L 0039 $ 3.50000 $ 252.00
0137 L 0040 $ 200.00000 $ 1,200.00
0137 L 0041 $ 320.00000 $ 320.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : N26 DATE : 04/19/02
DATE OF LETTING : 04/18/02 PAGE : 2
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0137 L 0042 $ 400.00000 $ 400.00
0137 L 0043 $ 750.00000 $ 750.00
0137 L 0044 $ 650.00000 $ 13,975.00
0137 L 0045 $ 25,000.00000 $ 25,000.00
0137 L 0046 $ 400.00000 $ 57,160.00
0137 L 0047 $ 1.50000 $ 13,980.00
0137 L 0048 $ 3,500.00000 $ 3,500.00
0137 L 0049 $ 3,500.00000 $ 3,500.00
0137 L 0050 $ 3,500.00000 $ 3,500.00
0137 L 0051 $ 3,500.00000 $ 3,500.00
0137 L 0052 $ 875.00000 $ 13,125.00
0137 L 0053 $ 1,000.00000 $ 5,000.00
0137 L 0054 $ 950.00000 $ 213,465.00
0137 L 0055 $ 650.00000 $ 289,900.00
0137 L 0056 $ 525,000.00000 $ 525,000.00
0137 L 0057 $ 1.20000 $ 79,176.00
0137 L 0058 $ 20.00000 $ 1,680.00
0137 L 0059 $ 85.00000 $ 92,488.50
0137 L 0060 $ 380.00000 $ 10,906.00
0137 L 0061 $ 1.50000 $ 7,740.00
0137 L 0062 $ 130.00000 $ 10,296.00
0137 L 0063 $ 50.00000 $ 10,000.00
0137 L 0064 $ 900.00000 $ 900.00
0137 L 0065 $ 36.50000 $ 3,328.80
0137 L 0066 $ 1,050.00000 $ 4,200.00
0137 L 0067 $ 1,371.00000 $ 5,484.00
0137 L 0068 $ 350.00000 $ 700.00
0137 L 0069 $ 1,750.00000 $ 8,750.00
0137 L 0070 $ 804.00000 $ 1,608.00
0137 L 0071 $ 7.50000 $ 1,177.50
0137 L 0072 $ 7.50000 $ 375.00
0137 L 0073 $ 45.00000 $ 495.00
0137 L 0074 $ 2.50000 $ 545.00
0137 L 0075 $ 2.50000 $ 1,090.00
0137 L 0076 $ 2,100.00000 $ 2,100.00
0137 L 0077 $ 1,200.00000 $ 4,824.00
0137 L 0078 $ 75.00000 $ 1,500.00
0137 L 0079 $ 75.00000 $ 2,977.50
0137 L 0080 $ 75.00000 $ 7,792.50
0137 L 0081 $ 75,000.00000 $ 75,000.00
0137 L 0082 $ 20.00000 $ 800.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : N26 DATE : 04/19/02
DATE OF LETTING : 04/18/02 PAGE : 3
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0137 L 0083 $ 150.00000 $ 8,655.00
0137 L 0084 $ 2,000.00000 $ 2,000.00
0137 L 0085 $ 2,000.00000 $ 2,000.00
0137 L 0086 $ 2,000.00000 $ 2,000.00
0137 L 0087 $ 2,000.00000 $ 2,000.00
0137 L 0088 $ 2,000.00000 $ 2,000.00
0137 L 0089 $ 2,000.00000 $ 8,000.00
0137 L 0090 $ 270.00000 $ 8,073.54
0137 L 0091 $ 15.00000 $ 7,500.00
0137 L 0092 $ 35.00000 $ 3,500.00
0137 L 0093 $ 15.00000 $ 46,650.00
0137 L 0094 $ 27.00000 $ 258,390.00
0137 L 0095 $ 5.00000 $ 4,920.00
0137 L 0096 $ 210.00000 $ 5,670.00
0137 L 0097 $ 210.00000 $ 35,267.40
0137 L 0098 $ 300.00000 $ 155,034.00
0137 L 0099 $ 7.00000 $ 8,498.00
0137 L 0100 $ 1,000.00000 $ 1,000.00
0137 L 0101 $ 3.00000 $ 2,952.00
0137 L 0102 $ 0.25000 $ 2,784.25
0137 L 0103 $ 3.00000 $ 1,401.00
0137 L 0104 $ 155.00000 $ 5,158.09
0137 L 0105 $ 685.00000 $ 20,966.48
0137 L 0106 $ 700.00000 $ 1,649.90
0137 L 0107 $ 425.00000 $ 2,555.10
0137 L 0108 $ 2.00000 $ 4,328.00
0137 L 0109 $ 25.00000 $ 6,950.00
0137 L 0110 $ 1,000.00000 $ 1,000.00
0137 L 0111 $ 0.50000 $ 2,625.00
0137 L 0112 $ 2.00000 $ 9,972.00
0137 L 0113 $ 2.25000 $ 3,771.00
0137 L 0114 $ 20.00000 $ 800.00
0137 L 0115 $ 0.50000 $ 10,040.00
0137 L 0116 $ 1.00000 $ 400.00
0137 L 0117 $ 1.65000 $ 4,950.00
0137 L 0118 $ 24.00000 $ 432.00
0137 L 0119 $ 24.00000 $ 864.00
0137 L 0120 $ 170.00000 $ 1,700.00
0137 L 0121 $ 18,800.00000 $ 18,800.00
0137 L 0122 $ 3,500.00000 $ 3,500.00
0137 L 0123 $ 50.00000 $ 1,000.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : N26 DATE : 04/19/02
DATE OF LETTING : 04/18/02 PAGE : 4
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0137 L 0124 $ 50.00000 $ 500.00
0137 L 0125 $ 45.00000 $ 900.00
0137 L 0126 $ 50.00000 $ 1,000.00
0137 L 0127 $ 35.00000 $ 700.00
0137 P $ 0.00000 $ 4,583,092.46
0137 S 0001 $ 0.00000 $ 1,957,695.90
0137 S 0002 $ 0.00000 $ 393,044.50
0137 S 0003 $ 0.00000 $ 66,931.50
0137 S 0004 $ 0.00000 $ 1,368,916.50
0137 S 0005 $ 0.00000 $ 13,912.80
0137 S 0006 $ 0.00000 $ 16,840.50
0137 S 0007 $ 0.00000 $ 703,796.76
0137 S 0008 $ 0.00000 $ 61,954.00
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 5
VENDOR RANKING
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
CONTRACT DESCRIPTION :
ON US-183, ELM CREEK VIADUCT
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
* 0137 JUDDS BROS. CONSTRUCTION CO. HAS AN INVALID BID BECAUSE THEY
0137 DID NOT APPLY AMENDMENTS.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2207 UNITED CONTRACTORS, INC. $ 4,282,819.97 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 4,313,947.18 100.7267%
3 0880 CHRISTENSEN BROS., INC. $ 4,484,613.40 104.7116%
4 2329 D. H. BLATTNER & SONS, INC. AND SUBSIDIARIES $ 4,512,092.43 105.3533%
* 0137 JUDDS BROS. CONSTRUCTION CO. IRREGULAR
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
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 4.000 ha | 250.00000 1000.00| 160.00000 640.00| 200.00000 800.00
COVER CROP SEEDING | | |
0002 L006.50 0.730 ha | 7500.00000 5475.00| 7500.00000 5475.00| 7500.00000 5475.00
TEMPORARY SEEDING | | |
0003 L020.00 45124.000 m2 | 1.50000 67686.00| 1.50000 67686.00| 1.50000 67686.00
EROSION CONTROL | | |
0004 L020.09 529.600 m2 | 12.00000 6355.20| 12.00000 6355.20| 12.00000 6355.20
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 4570.000 m2 | 1.50000 6855.00| 1.50000 6855.00| 1.50000 6855.00
EROSION CONTROL, TYPE HV | | |
0006 L021.06 84.000 BALE| 11.00000 924.00| 11.00000 924.00| 11.00000 924.00
EROSION CHECKS, TYPE HV | | |
0007 L022.11 190.000 m | 9.84000 1869.60| 9.84000 1869.60| 9.84000 1869.60
FABRIC SILT FENCE-LOW POROSITY | | |
0008 L022.12 40.000 m | 9.84000 393.60| 9.84000 393.60| 9.84000 393.60
FABRIC SILT FENCE-HIGH POROSITY | | |
0009 L022.75 65.000 m | 20.00000 1300.00| 20.00000 1300.00| 20.00000 1300.00
TEMPORARY SILT CHECK | | |
0010 P300.24 26.600 m | 55.00000 1463.00| 55.00000 1463.00| 55.00000 1463.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0011 0030.10 LUMP| 42500.00000 42500.00| 42500.00000 42500.00| 120000.00000 120000.00
MOBILIZATION | | |
0012 1009.00 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00
GENERAL CLEARING AND GRUBBING | | |
0013 1010.01 15774.000 m3 | 2.50000 39435.00| 2.50000 39435.00| 2.50000 39435.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0014 1011.00 18200.000 kL | 2.15000 39130.00| 2.15000 39130.00| 2.15000 39130.00
WATER | | |
0015 1012.00 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 60.00000 1200.00
RIGHT-OF-WAY MARKERS | | |
0016 1030.00 336999.000 m3 | 4.60000 1550195.40| 4.60000 1550195.40| 4.60000 1550195.40
EARTHWORK MEASURED IN EMBANKMENT | | |
0017 1101.00 16885.000 m2 | 3.45000 58253.25| 2.90000 48966.50| 2.90000 48966.50
REMOVE PAVEMENT | | |
0018 1102.00 4832.000 m2 | 3.45000 16670.40| 2.90000 14012.80| 2.90000 14012.80
REMOVE ASPHALT SURFACE | | |
0019 1701.24 60.700 m | 40.00000 2428.00| 40.00000 2428.00| 40.00000 2428.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4310.24 2.000 EACH| 165.00000 330.00| 165.00000 330.00| 165.00000 330.00
600 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 1,847,463.45| $ 1,835,159.10| $ 1,912,819.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0021 0030.10 LUMP| 20000.00000 20000.00| 45000.00000 45000.00| 40000.00000 40000.00
MOBILIZATION | | |
0022 4095.00 1100.500 m2 | 170.00000 187085.00| 149.78000 164832.89| 150.00000 165075.00
CONCRETE FACE PANELS | | |
0023 4095.10 215.800 m | 40.00000 8632.00| 24.50000 5287.10| 25.00000 5395.00
CONCRETE LEVELING PADS | | |
0024 4095.20 224.500 m | 180.00000 40410.00| 174.80000 39242.60| 175.00000 39287.50
COPING | | |
0025 4095.50 88.400 LS | 4000.00000 4000.00| 5972.00000 5972.00| 6000.00000 6000.00
SHORING FOR MECHANICALLY STABILIZED | | |
EARTH STRUCTURES | | |
0026 4350.21 288.500 m | 41.00000 11828.50| 66.65000 19228.53| 70.00000 20195.00
525 mm CORRUGATED METAL PIPE | | |
0027 8024.75 5791.000 m3 | 20.00000 115820.00| 14.14000 81884.74| 19.00000 110029.00
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 387,775.50| $ 361,447.86| $ 385,981.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0028 P120.36 5.600 m | 210.00000 1176.00| 190.00000 1064.00| 220.00000 1232.00
900 mm CULVERT PIPE, TYPE 2 | | |
0029 P128.36 21.500 m | 152.00000 3268.00| 210.00000 4515.00| 155.00000 3332.50
900 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0030 P200.48 42.900 m | 239.00000 10253.10| 200.00000 8580.00| 240.00000 10296.00
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0031 P400.24 98.900 m | 106.00000 10483.40| 75.00000 7417.50| 110.00000 10879.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0032 P400.30 19.500 m | 135.00000 2632.50| 65.00000 1267.50| 140.00000 2730.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0033 0030.40 LUMP| 6000.00000 6000.00| 13500.00000 13500.00| 6000.00000 6000.00
MOBILIZATION | | |
0034 4004.50 449.000 kg | 2.70000 1212.30| 4.30000 1930.70| 2.80000 1257.20
CAST IRON GRATE AND FRAME | | |
0035 4035.00 8.000 EACH| 110.00000 880.00| 150.00000 1200.00| 120.00000 960.00
REMOVE FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4050.01 532.000 m3 | 10.00000 5320.00| 25.00000 13300.00| 10.00000 5320.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0037 4105.59 2.000 m3 | 690.00000 1380.00| 1500.00000 3000.00| 700.00000 1400.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0038 4130.06 0.780 m3 | 850.00000 663.00| 1500.00000 1170.00| 850.00000 663.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0039 4155.50 72.000 kg | 2.00000 144.00| 3.20000 230.40| 2.00000 144.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0040 4310.24 6.000 EACH| 220.00000 1320.00| 200.00000 1200.00| 225.00000 1350.00
600 mm FLARED-END SECTION | | |
0041 4310.30 1.000 EACH| 300.00000 300.00| 320.00000 320.00| 300.00000 300.00
750 mm FLARED-END SECTION | | |
0042 4310.36 1.000 EACH| 410.00000 410.00| 400.00000 400.00| 410.00000 410.00
900 mm FLARED-END SECTION | | |
0043 4310.48 1.000 EACH| 785.00000 785.00| 750.00000 750.00| 800.00000 800.00
1200 mm FLARED-END SECTION | | |
0044 4880.36 21.500 m | 650.00000 13975.00| 650.00000 13975.00| 660.00000 14190.00
JACKING 900 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
SECTION TOTALS | $ 60,202.30| $ 73,820.10| $ 61,263.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 14+08.35
1-43.1 m & 2-41.15 m SPANS WELDED PLATE STEEL GIRDER
| | |
0045 0030.60 LUMP| 120000.00000 120000.00| 108320.00000 108320.00| 130000.00000 130000.00
MOBILIZATION | | |
0046 3050.15 142.900 m3 | 275.00000 39297.50| 285.00000 40726.50| 240.00000 34296.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0047 3051.10 9320.000 kg | 1.20000 11184.00| 1.20000 11184.00| 1.20000 11184.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0048 6000.10 15.000 LS | 4000.00000 4000.00| 7500.00000 7500.00| 20000.00000 20000.00
ABUTMENT NO.1 EXCAVATION | | |
0049 6000.11 15.000 LS | 4000.00000 4000.00| 7500.00000 7500.00| 20000.00000 20000.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6000.20 65.000 LS | 35000.00000 35000.00| 25000.00000 25000.00| 92000.00000 92000.00
PIER NO.1 EXCAVATION | | |
0051 6000.21 85.000 LS | 4000.00000 4000.00| 25000.00000 25000.00| 77000.00000 77000.00
PIER NO.2 EXCAVATION | | |
0052 6005.78 15.000 EACH| 1000.00000 15000.00| 1000.00000 15000.00| 1800.00000 27000.00
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 5.000 EACH| 750.00000 3750.00| 1000.00000 5000.00| 1700.00000 8500.00
FIXED BEARING | | |
0054 6010.22 224.700 m3 | 425.00000 95497.50| 405.00000 91003.50| 460.00000 103362.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0055 6010.26 446.000 m3 | 431.00000 192226.00| 415.00000 185090.00| 420.00000 187320.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0056 6071.11 237155.000 LS | 540000.00000 540000.00| 588048.49000 588048.49| 462000.00000 462000.00
STEEL SUPERSTRUCTURE AT STA. 14+08.35 | | |
0057 6131.50 65980.000 kg | 1.20000 79176.00| 1.20000 79176.00| 1.20000 79176.00
EPOXY COATED REINFORCING STEEL | | |
0058 6139.50 84.000 m2 | 40.00000 3360.00| 25.00000 2100.00| 40.00000 3360.00
SUBSURFACE DRAINAGE MATTING | | |
0059 6210.50 1088.100 m | 66.00000 71814.60| 65.00000 70726.50| 84.00000 91400.40
PIPE PILING | | |
0060 6610.45 28.700 m | 400.00000 11480.00| 550.00000 15785.00| 410.00000 11767.00
STRIP SEALS | | |
0061 7110.06 79.200 m | 120.00000 9504.00| 200.00000 15840.00| 120.00000 9504.00
1.8 METER CHAIN-LINK FENCE | | |
0062 8091.00 200.000 m3 | 25.00000 5000.00| 35.00000 7000.00| 35.00000 7000.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,244,289.60| $ 1,299,999.99| $ 1,374,869.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0063 0030.70 LUMP| 1400.00000 1400.00| 400.00000 400.00| 902.00000 902.00
MOBILIZATION | | |
0064 7011.20 91.200 m | 40.00000 3648.00| 36.45000 3324.24| 40.00000 3648.00
W-BEAM GUARDRAIL | | |
0065 7020.00 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| 1100.00000 4400.00
BRIDGE APPROACH SECTIONS | | |
0066 7024.27 4.000 EACH| 1500.00000 6000.00| 1371.00000 5484.00| 1450.00000 5800.00
GUARDRAIL END TREATMENT, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 15,448.00| $ 13,408.24| $ 14,750.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0067 A001.12 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 350.00000 700.00
PULL BOX, TYPE PB-5 | | |
0068 A009.14 5.000 EACH| 1750.00000 8750.00| 1750.00000 8750.00| 1750.00000 8750.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0069 A020.10 2.000 EACH| 804.00000 1608.00| 804.00000 1608.00| 804.00000 1608.00
LIGHTING CONTROL CENTER, TYPE D | | |
0070 A070.10 157.000 m | 7.50000 1177.50| 7.50000 1177.50| 7.50000 1177.50
38 mm CONDUIT IN TRENCH | | |
0071 A072.10 50.000 m | 7.50000 375.00| 7.50000 375.00| 7.50000 375.00
38 mm CONDUIT UNDER ROADWAY | | |
0072 A074.12 11.000 m | 45.00000 495.00| 45.00000 495.00| 45.00000 495.00
38 mm CONDUIT, JACKED | | |
0073 A080.22 218.000 m | 2.10000 457.80| 2.10000 457.80| 2.10000 457.80
STREET LIGHTING CABLE, NO. 6 BARE | | |
0074 A080.24 436.000 m | 2.40000 1046.40| 2.40000 1046.40| 2.40000 1046.40
STREET LIGHTING CABLE, NO. 6 USE | | |
0075 0030.81 LUMP| 1700.00000 1700.00| 1559.00000 1559.00| 1600.00000 1600.00
MOBILIZATION | | |
SECTION TOTALS | $ 16,309.70| $ 16,168.70| $ 16,209.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0076 L001.02 4.020 ha | 1146.00000 4606.92| 1145.32000 4604.19| 1150.00000 4623.00
SEEDING, TYPE B | | |
0077 L032.75 20.000 Mg | 75.00000 1500.00| 75.00000 1500.00| 75.00000 1500.00
MULCH | | |
0078 P400.15 39.700 m | 84.00000 3334.80| 75.00000 2977.50| 85.00000 3374.50
375 mm CULVERT PIPE, TYPE 2, 5, 7, OR 8 | | |
0079 P402.15 103.900 m | 84.00000 8727.60| 75.00000 7792.50| 85.00000 8831.50
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0080 0030.30 LUMP| 52000.00000 52000.00| 56000.00000 56000.00| 50000.00000 50000.00
MOBILIZATION | | |
0081 2001.00 40.000 m3 | 35.00000 1400.00| 15.00000 600.00| 42.00000 1680.00
GRAVEL SURFACE COURSE | | |
0082 4024.55 57.700 m | 153.00000 8828.10| 150.00000 8655.00| 155.00000 8943.50
FLUME SPILLWAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 4024.59 1.000 EACH| 2400.00000 2400.00| 2000.00000 2000.00| 2500.00000 2500.00
CONCRETE FLUME AT STA. 11+12.60 RT. | | |
0084 4024.60 1.000 EACH| 2400.00000 2400.00| 2000.00000 2000.00| 2500.00000 2500.00
CONCRETE FLUME AT STA. 13+06.08 RT. | | |
0085 4024.61 1.000 EACH| 2400.00000 2400.00| 2000.00000 2000.00| 2500.00000 2500.00
CONCRETE FLUME AT STA. 13+16.35 LT. | | |
0086 4024.64 1.000 EACH| 2400.00000 2400.00| 2000.00000 2000.00| 2500.00000 2500.00
CONCRETE FLUME AT STA. 15+00.92 RT. | | |
0087 4024.65 1.000 EACH| 2400.00000 2400.00| 2000.00000 2000.00| 2500.00000 2500.00
CONCRETE FLUME AT STA. 15+08.47 LT. | | |
0088 4024.70 4.000 EACH| 2050.00000 8200.00| 2000.00000 8000.00| 2100.00000 8400.00
CONCRETE FLUME, TYPE I | | |
0089 8111.00 29.902 StaM| 270.00000 8073.54| 270.00000 8073.54| 270.00000 8073.54
SHOULDER SUBGRADE PREPARATION | | |
0090 9000.75 500.000 Mg | 13.85000 6925.00| 13.85000 6925.00| 13.85000 6925.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0091 9005.00 100.000 Mg | 35.00000 3500.00| 35.00000 3500.00| 35.00000 3500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0092 9005.23 3110.000 Mg | 13.85000 43073.50| 13.85000 43073.50| 13.85000 43073.50
ASPHALTIC CONCRETE, TYPE SPS | | |
0093 9005.45 9570.000 Mg | 26.85000 256954.50| 26.85000 256954.50| 26.85000 256954.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0094 9009.00 984.000 m2 | 3.75000 3690.00| 3.75000 3690.00| 3.75000 3690.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0095 9020.92 27.000 Mg | 206.55000 5576.85| 206.55000 5576.85| 206.55000 5576.85
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0096 9021.03 167.940 Mg | 206.55000 34688.01| 206.55000 34688.01| 206.55000 34688.01
PERFORMANCE GRADED BINDER (58-28) | | |
0097 9021.04 516.780 Mg | 300.00000 155034.00| 300.00000 155034.00| 300.00000 155034.00
PERFORMANCE GRADED BINDER (70-28) | | |
0098 9030.00 1214.000 m | 6.70000 8133.80| 6.70000 8133.80| 6.70000 8133.80
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0099 9033.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
CONSTRUCTING ASPHALTIC CONCRETE ISLAND | | |
NOSE | | |
0100 9034.00 984.000 m2 | 3.00000 2952.00| 3.00000 2952.00| 3.00000 2952.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 9053.00 11137.000 L | 0.24000 2672.88| 0.24000 2672.88| 0.24000 2672.88
TACK COAT | | |
0102 9111.00 467.000 kL | 2.95000 1377.65| 2.95000 1377.65| 2.95000 1377.65
WATER | | |
0103 9170.00 33.278 StaM| 155.00000 5158.09| 155.00000 5158.09| 155.00000 5158.09
EARTH SHOULDER CONSTRUCTION | | |
0104 9173.00 30.608 StaM| 685.00000 20966.48| 685.00000 20966.48| 685.00000 20966.48
SUBGRADE PREPARATION | | |
0105 9179.21 2.357 StaM| 700.00000 1649.90| 700.00000 1649.90| 700.00000 1649.90
COLD MILLING, CLASS 1 | | |
0106 9179.23 6.012 StaM| 425.00000 2555.10| 425.00000 2555.10| 425.00000 2555.10
COLD MILLING, CLASS 3 | | |
0107 9179.33 2164.000 m2 | 1.75000 3787.00| 1.75000 3787.00| 1.75000 3787.00
COLD MILLING, CLASS 3 | | |
0108 9188.50 278.000 m2 | 25.00000 6950.00| 25.00000 6950.00| 25.00000 6950.00
SURFACING UNDER GUARDRAIL | | |
0109 9300.50 1.700 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 676,315.72| $ 675,847.49| $ 675,570.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0110 0001.08 5250.000 BDAY| 0.50000 2625.00| 0.50000 2625.00| 0.50000 2625.00
BARRICADE, TYPE II | | |
0111 0001.10 4986.000 BDAY| 1.25000 6232.50| 1.25000 6232.50| 2.10000 10470.60
BARRICADE, TYPE III | | |
0112 0001.30 1676.000 LDAY| 0.70000 1173.20| 0.70000 1173.20| 1.10000 1843.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0113 0001.75 40.000 EACH| 5.00000 200.00| 10.00000 400.00| 3.20000 128.00
TEMPORARY SIGN DAY | | |
0114 0001.90 20080.000 EACH| 0.30000 6024.00| 0.30000 6024.00| 0.40000 8032.00
SIGN DAY | | |
0115 0002.30 400.000 m | 2.00000 800.00| 1.85000 740.00| 2.50000 1000.00
PAVEMENT MARKING REMOVAL | | |
0116 0002.38 3000.000 m | 1.00000 3000.00| 0.98000 2940.00| 1.60000 4800.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0117 0002.55 18.000 StaM| 21.50000 387.00| 21.50000 387.00| 25.00000 450.00
OVERLAY BROKEN LINES | | |
0118 0002.60 36.000 StaM| 21.50000 774.00| 21.50000 774.00| 25.00000 900.00
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(1) 2207 |(2) 1809 |(3) 0880
|UNITED CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 0003.10 10.000 DAY | 170.00000 1700.00| 170.00000 1700.00| 180.00000 1800.00
FLAGGING | | |
0120 0010.04 1.000 EACH| 2000.00000 2000.00| 6000.00000 6000.00| 3000.00000 3000.00
FIELD OFFICE | | |
0121 0030.10 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 3000.00000 3000.00
MOBILIZATION | | |
0122 9110.01 20.000 HOUR| 50.00000 1000.00| 50.00000 1000.00| 75.00000 1500.00
RENTAL OF LOADER, FULLY OPERATED | | |
0123 9110.02 10.000 HOUR| 50.00000 500.00| 50.00000 500.00| 60.00000 600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0124 9110.03 20.000 HOUR| 45.00000 900.00| 45.00000 900.00| 55.00000 1100.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0125 9110.06 20.000 HOUR| 50.00000 1000.00| 50.00000 1000.00| 50.00000 1000.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0126 9110.07 20.000 HOUR| 35.00000 700.00| 35.00000 700.00| 45.00000 900.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 35,015.70| $ 38,095.70| $ 43,149.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,282,819.97| $ 4,313,947.18| $ 4,484,613.40
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
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 4.000 ha | 250.00000 1000.00| |
COVER CROP SEEDING | | |
0002 L006.50 0.730 ha | 7600.00000 5548.00| |
TEMPORARY SEEDING | | |
0003 L020.00 45124.000 m2 | 1.52000 68588.48| |
EROSION CONTROL | | |
0004 L020.09 529.600 m2 | 12.25000 6487.60| |
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 4570.000 m2 | 1.50000 6855.00| |
EROSION CONTROL, TYPE HV | | |
0006 L021.06 84.000 BALE| 11.25000 945.00| |
EROSION CHECKS, TYPE HV | | |
0007 L022.11 190.000 m | 10.00000 1900.00| |
FABRIC SILT FENCE-LOW POROSITY | | |
0008 L022.12 40.000 m | 10.00000 400.00| |
FABRIC SILT FENCE-HIGH POROSITY | | |
0009 L022.75 65.000 m | 20.25000 1316.25| |
TEMPORARY SILT CHECK | | |
0010 P300.24 26.600 m | 55.00000 1463.00| |
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0011 0030.10 LUMP| 32540.00000 32540.00| |
MOBILIZATION | | |
0012 1009.00 LUMP| 4000.00000 4000.00| |
GENERAL CLEARING AND GRUBBING | | |
0013 1010.01 15774.000 m3 | 2.50000 39435.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0014 1011.00 18200.000 kL | 2.15000 39130.00| |
WATER | | |
0015 1012.00 20.000 EACH| 60.00000 1200.00| |
RIGHT-OF-WAY MARKERS | | |
0016 1030.00 336999.000 m3 | 4.60000 1550195.40| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0017 1101.00 16885.000 m2 | 3.48000 58759.80| |
REMOVE PAVEMENT | | |
0018 1102.00 4832.000 m2 | 3.50000 16912.00| |
REMOVE ASPHALT SURFACE | | |
0019 1701.24 60.700 m | 40.00000 2428.00| |
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4310.24 2.000 EACH| 170.00000 340.00| |
600 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 1,839,443.53| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0021 0030.10 LUMP| 40000.00000 40000.00| |
MOBILIZATION | | |
0022 4095.00 1100.500 m2 | 220.00000 242110.00| |
CONCRETE FACE PANELS | | |
0023 4095.10 215.800 m | 55.00000 11869.00| |
CONCRETE LEVELING PADS | | |
0024 4095.20 224.500 m | 180.00000 40410.00| |
COPING | | |
0025 4095.50 88.400 LS | 5000.00000 5000.00| |
SHORING FOR MECHANICALLY STABILIZED | | |
EARTH STRUCTURES | | |
0026 4350.21 288.500 m | 80.00000 23080.00| |
525 mm CORRUGATED METAL PIPE | | |
0027 8024.75 5791.000 m3 | 15.50000 89760.50| |
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 452,229.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0028 P120.36 5.600 m | 210.00000 1176.00| |
900 mm CULVERT PIPE, TYPE 2 | | |
0029 P128.36 21.500 m | 150.00000 3225.00| |
900 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0030 P200.48 42.900 m | 240.00000 10296.00| |
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0031 P400.24 98.900 m | 110.00000 10879.00| |
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0032 P400.30 19.500 m | 140.00000 2730.00| |
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0033 0030.40 LUMP| 6060.00000 6060.00| |
MOBILIZATION | | |
0034 4004.50 449.000 kg | 2.75000 1234.75| |
CAST IRON GRATE AND FRAME | | |
0035 4035.00 8.000 EACH| 110.00000 880.00| |
REMOVE FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4050.01 532.000 m3 | 10.00000 5320.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0037 4105.59 2.000 m3 | 700.00000 1400.00| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0038 4130.06 0.780 m3 | 858.59000 669.70| |
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0039 4155.50 72.000 kg | 1.90000 136.80| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0040 4310.24 6.000 EACH| 220.00000 1320.00| |
600 mm FLARED-END SECTION | | |
0041 4310.30 1.000 EACH| 300.00000 300.00| |
750 mm FLARED-END SECTION | | |
0042 4310.36 1.000 EACH| 410.00000 410.00| |
900 mm FLARED-END SECTION | | |
0043 4310.48 1.000 EACH| 790.00000 790.00| |
1200 mm FLARED-END SECTION | | |
0044 4880.36 21.500 m | 660.00000 14190.00| |
JACKING 900 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
SECTION TOTALS | $ 61,017.25| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 14+08.35
1-43.1 m & 2-41.15 m SPANS WELDED PLATE STEEL GIRDER
| | |
0045 0030.60 LUMP| 125000.00000 125000.00| |
MOBILIZATION | | |
0046 3050.15 142.900 m3 | 165.00000 23578.50| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0047 3051.10 9320.000 kg | 1.35000 12582.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0048 6000.10 15.000 LS | 1000.00000 1000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0049 6000.11 15.000 LS | 1000.00000 1000.00| |
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6000.20 65.000 LS | 30000.00000 30000.00| |
PIER NO.1 EXCAVATION | | |
0051 6000.21 85.000 LS | 1500.00000 1500.00| |
PIER NO.2 EXCAVATION | | |
0052 6005.78 15.000 EACH| 735.00000 11025.00| |
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 5.000 EACH| 855.00000 4275.00| |
FIXED BEARING | | |
0054 6010.22 224.700 m3 | 450.00000 101115.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0055 6010.26 446.000 m3 | 450.00000 200700.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0056 6071.11 237155.000 LS | 651870.00000 651870.00| |
STEEL SUPERSTRUCTURE AT STA. 14+08.35 | | |
0057 6131.50 65980.000 kg | 1.55000 102269.00| |
EPOXY COATED REINFORCING STEEL | | |
0058 6139.50 84.000 m2 | 29.50000 2478.00| |
SUBSURFACE DRAINAGE MATTING | | |
0059 6210.50 1088.100 m | 110.00000 119691.00| |
PIPE PILING | | |
0060 6610.45 28.700 m | 360.00000 10332.00| |
STRIP SEALS | | |
0061 7110.06 79.200 m | 130.00000 10296.00| |
1.8 METER CHAIN-LINK FENCE | | |
0062 8091.00 200.000 m3 | 16.00000 3200.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,411,911.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0063 0030.70 LUMP| 400.00000 400.00| |
MOBILIZATION | | |
0064 7011.20 91.200 m | 37.00000 3374.40| |
W-BEAM GUARDRAIL | | |
0065 7020.00 4.000 EACH| 1060.00000 4240.00| |
BRIDGE APPROACH SECTIONS | | |
0066 7024.27 4.000 EACH| 1380.00000 5520.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 13,534.40| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
0067 A001.12 2.000 EACH| 350.00000 700.00| |
PULL BOX, TYPE PB-5 | | |
0068 A009.14 5.000 EACH| 1760.00000 8800.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0069 A020.10 2.000 EACH| 810.00000 1620.00| |
LIGHTING CONTROL CENTER, TYPE D | | |
0070 A070.10 157.000 m | 7.50000 1177.50| |
38 mm CONDUIT IN TRENCH | | |
0071 A072.10 50.000 m | 7.50000 375.00| |
38 mm CONDUIT UNDER ROADWAY | | |
0072 A074.12 11.000 m | 45.50000 500.50| |
38 mm CONDUIT, JACKED | | |
0073 A080.22 218.000 m | 2.10000 457.80| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0074 A080.24 436.000 m | 2.40000 1046.40| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0075 0030.81 LUMP| 1570.00000 1570.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 16,247.20| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0076 L001.02 4.020 ha | 1160.00000 4663.20| |
SEEDING, TYPE B | | |
0077 L032.75 20.000 Mg | 76.00000 1520.00| |
MULCH | | |
0078 P400.15 39.700 m | 85.00000 3374.50| |
375 mm CULVERT PIPE, TYPE 2, 5, 7, OR 8 | | |
0079 P402.15 103.900 m | 85.00000 8831.50| |
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0080 0030.30 LUMP| 51720.00000 51720.00| |
MOBILIZATION | | |
0081 2001.00 40.000 m3 | 25.00000 1000.00| |
GRAVEL SURFACE COURSE | | |
0082 4024.55 57.700 m | 150.00000 8655.00| |
FLUME SPILLWAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 4024.59 1.000 EACH| 2420.00000 2420.00| |
CONCRETE FLUME AT STA. 11+12.60 RT. | | |
0084 4024.60 1.000 EACH| 2420.00000 2420.00| |
CONCRETE FLUME AT STA. 13+06.08 RT. | | |
0085 4024.61 1.000 EACH| 2420.00000 2420.00| |
CONCRETE FLUME AT STA. 13+16.35 LT. | | |
0086 4024.64 1.000 EACH| 2420.00000 2420.00| |
CONCRETE FLUME AT STA. 15+00.92 RT. | | |
0087 4024.65 1.000 EACH| 2420.00000 2420.00| |
CONCRETE FLUME AT STA. 15+08.47 LT. | | |
0088 4024.70 4.000 EACH| 2070.00000 8280.00| |
CONCRETE FLUME, TYPE I | | |
0089 8111.00 29.902 StaM| 270.00000 8073.54| |
SHOULDER SUBGRADE PREPARATION | | |
0090 9000.75 500.000 Mg | 14.00000 7000.00| |
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0091 9005.00 100.000 Mg | 35.50000 3550.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0092 9005.23 3110.000 Mg | 14.00000 43540.00| |
ASPHALTIC CONCRETE, TYPE SPS | | |
0093 9005.45 9570.000 Mg | 27.00000 258390.00| |
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0094 9009.00 984.000 m2 | 3.80000 3739.20| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0095 9020.92 27.000 Mg | 210.00000 5670.00| |
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0096 9021.03 167.940 Mg | 210.00000 35267.40| |
PERFORMANCE GRADED BINDER (58-28) | | |
0097 9021.04 516.780 Mg | 300.00000 155034.00| |
PERFORMANCE GRADED BINDER (70-28) | | |
0098 9030.00 1214.000 m | 6.75000 8194.50| |
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0099 9033.00 1.000 EACH| 1010.00000 1010.00| |
CONSTRUCTING ASPHALTIC CONCRETE ISLAND | | |
NOSE | | |
0100 9034.00 984.000 m2 | 3.00000 2952.00| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 9053.00 11137.000 L | 0.24000 2672.88| |
TACK COAT | | |
0102 9111.00 467.000 kL | 3.00000 1401.00| |
WATER | | |
0103 9170.00 33.278 StaM| 160.00000 5324.48| |
EARTH SHOULDER CONSTRUCTION | | |
0104 9173.00 30.608 StaM| 690.00000 21119.52| |
SUBGRADE PREPARATION | | |
0105 9179.21 2.357 StaM| 710.00000 1673.47| |
COLD MILLING, CLASS 1 | | |
0106 9179.23 6.012 StaM| 430.00000 2585.16| |
COLD MILLING, CLASS 3 | | |
0107 9179.33 2164.000 m2 | 1.75000 3787.00| |
COLD MILLING, CLASS 3 | | |
0108 9188.50 278.000 m2 | 25.50000 7089.00| |
SURFACING UNDER GUARDRAIL | | |
0109 9300.50 1.700 LS | 1010.00000 1010.00| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 679,227.35| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0110 0001.08 5250.000 BDAY| 0.50000 2625.00| |
BARRICADE, TYPE II | | |
0111 0001.10 4986.000 BDAY| 1.25000 6232.50| |
BARRICADE, TYPE III | | |
0112 0001.30 1676.000 LDAY| 0.70000 1173.20| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0113 0001.75 40.000 EACH| 3.00000 120.00| |
TEMPORARY SIGN DAY | | |
0114 0001.90 20080.000 EACH| 0.30000 6024.00| |
SIGN DAY | | |
0115 0002.30 400.000 m | 1.85000 740.00| |
PAVEMENT MARKING REMOVAL | | |
0116 0002.38 3000.000 m | 1.00000 3000.00| |
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0117 0002.55 18.000 StaM| 37.50000 675.00| |
OVERLAY BROKEN LINES | | |
0118 0002.60 36.000 StaM| 32.00000 1152.00| |
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : N26 CONTRACT ID : 4947 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : TMT-183-2(1004)
====================================================================================================================================
|(4) 2329 | |
|BLATTNER & SONS, INC. & SUBS| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 0003.10 10.000 DAY | 180.00000 1800.00| |
FLAGGING | | |
0120 0010.04 1.000 EACH| 8830.00000 8830.00| |
FIELD OFFICE | | |
0121 0030.10 LUMP| 1010.00000 1010.00| |
MOBILIZATION | | |
0122 9110.01 20.000 HOUR| 75.00000 1500.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0123 9110.02 10.000 HOUR| 60.00000 600.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0124 9110.03 20.000 HOUR| 55.00000 1100.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0125 9110.06 20.000 HOUR| 50.00000 1000.00| |
RENTAL OF BACKHOE, FULLY OPERATED | | |
0126 9110.07 20.000 HOUR| 45.00000 900.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 38,481.70| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,512,092.43| |
====================================================================================================================================