|
Contract Letting August 16, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 DISTRICT : 5
PROJECT(S) : S-92-1(1016)
CONTRACT DESCRIPTION :
ON N-92 WEST OF MELBETA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,692,228.41 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 3,131,345.48 116.3105%
3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 3,291,842.79 122.2720%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 32.000 ha | 200.00000 6400.00| 200.00000 6400.00| 218.00000 6976.00
COVER CROP SEEDING | | |
0002 L020.01 2432.000 m2 | 6.41000 15589.12| 6.41000 15589.12| 8.50000 20672.00
EROSION CONTROL, TYPE A | | |
0003 L020.08 1218.000 m2 | 6.72000 8184.96| 6.72000 8184.96| 8.50000 10353.00
EROSION CONTROL, TYPE AA | | |
0004 L021.00 90.000 BALE| 19.00000 1710.00| 19.00000 1710.00| 32.60000 2934.00
EROSION CHECKS | | |
0005 0030.10 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 40000.00000 40000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 7570.00000 7570.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.00 42554.000 m3 | 3.65000 155322.10| 3.65000 155322.10| 3.00000 127662.00
EXCAVATION | | |
0008 1010.01 5939.000 m3 | 1.12000 6651.68| 1.12000 6651.68| 3.50000 20786.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1010.10 81337.000 m3 | 1.95000 158607.15| 1.95000 158607.15| 6.00000 488022.00
EXCAVATION, BORROW | | |
0010 1011.00 15500.000 kL | 1.00000 15500.00| 0.01000 155.00| 2.70000 41850.00
WATER | | |
0011 1012.00 100.000 EACH| 65.00000 6500.00| 65.00000 6500.00| 81.60000 8160.00
RIGHT-OF-WAY MARKERS | | |
0012 1102.00 3787.000 m2 | 4.80000 18177.60| 4.80000 18177.60| 1.60000 6059.20
REMOVE ASPHALT SURFACE | | |
0013 1106.00 2409.000 m2 | 4.80000 11563.20| 4.80000 11563.20| 1.80000 4336.20
REMOVE DRIVEWAY | | |
0014 1701.18 54.000 m | 38.00000 2052.00| 38.00000 2052.00| 43.20000 2332.80
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0015 1701.24 157.200 m | 50.00000 7860.00| 50.00000 7860.00| 52.00000 8174.40
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.30 305.300 m | 74.00000 22592.20| 74.00000 22592.20| 68.70000 20974.11
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 1702.24 24.200 m | 50.00000 1210.00| 50.00000 1210.00| 52.20000 1263.24
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 | | |
OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4035.00 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 307.00000 614.00
REMOVE FLARED-END SECTION | | |
0019 7017.00 43.890 m | 22.00000 965.58| 22.00000 965.58| 6.30000 276.51
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 463,685.59| $ 446,340.59| $ 819,015.96
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0020 P120.24 43.000 m | 140.00000 6020.00| 140.00000 6020.00| 108.00000 4644.00
600 mm CULVERT PIPE, TYPE 2 | | |
0021 P120.30 5.000 m | 195.00000 975.00| 195.00000 975.00| 151.00000 755.00
750 mm CULVERT PIPE TYPE 2 | | |
0022 P120.36 7.000 m | 285.00000 1995.00| 285.00000 1995.00| 224.00000 1568.00
900 mm CULVERT PIPE, TYPE 2 | | |
0023 P120.48 7.000 m | 495.00000 3465.00| 495.00000 3465.00| 352.00000 2464.00
1200 mm CULVERT PIPE TYPE 2 | | |
0024 P120.60 24.500 m | 650.00000 15925.00| 650.00000 15925.00| 520.00000 12740.00
1500 mm CULVERT PIPE, TYPE 2 | | |
0025 P120.72 5.000 m | 1020.00000 5100.00| 1020.00000 5100.00| 729.00000 3645.00
1800 mm CULVERT PIPE, TYPE 2 | | |
0026 P127.24 4.000 m | 250.00000 1000.00| 250.00000 1000.00| 179.00000 716.00
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 | | |
0027 P375.60 10.000 m | 275.00000 2750.00| 275.00000 2750.00| 258.00000 2580.00
1500 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3, 4, OR 5 | | |
0028 P400.24 51.000 m | 90.00000 4590.00| 90.00000 4590.00| 103.00000 5253.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0029 P400.30 54.900 m | 125.00000 6862.50| 125.00000 6862.50| 129.00000 7082.10
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0030 P402.30 63.200 m | 85.00000 5372.00| 85.00000 5372.00| 76.90000 4860.08
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0031 0030.40 LUMP| 18000.00000 18000.00| 12000.00000 12000.00| 16200.00000 16200.00
MOBILIZATION | | |
0032 4005.00 1422.000 kg | 3.50000 4977.00| 3.50000 4977.00| 3.80000 5403.60
CAST IRON RING AND COVER | | |
0033 4015.50 9.000 EACH| 250.00000 2250.00| 250.00000 2250.00| 1910.00000 17190.00
RECONSTRUCT MANHOLE | | |
0034 4035.00 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 251.00000 1004.00
REMOVE FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4035.25 27.000 EACH| 150.00000 4050.00| 150.00000 4050.00| 375.00000 10125.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0036 4040.00 13.000 EACH| 275.00000 3575.00| 275.00000 3575.00| 821.00000 10673.00
REMOVE HEADWALLS FROM CULVERTS | | |
0037 4045.00 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 6710.00000 6710.00
REMOVE STRUCTURE AT STA. 2100+02.34 | | |
0038 4049.75 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 2710.00000 2710.00
OUTLET STRUCTURE | | |
0039 4050.01 445.000 m3 | 13.00000 5785.00| 13.00000 5785.00| 24.90000 11080.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0040 4051.01 268.000 m3 | 20.00000 5360.00| 20.00000 5360.00| 36.60000 9808.80
EXCAVATION FOR BOX CULVERTS | | |
0041 4100.06 10.300 m3 | 1000.00000 10300.00| 950.00000 9785.00| 836.00000 8610.80
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0042 4101.06 222.120 m3 | 395.00000 87737.40| 395.00000 87737.40| 361.00000 80185.32
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0043 4107.07 33.780 m3 | 675.00000 22801.50| 675.00000 22801.50| 839.00000 28341.42
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0044 4130.06 0.480 m3 | 900.00000 432.00| 900.00000 432.00| 1400.00000 672.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0045 4150.00 552.000 kg | 1.75000 966.00| 1.75000 966.00| 2.70000 1490.40
REINFORCING STEEL FOR HEADWALL | | |
0046 4151.00 17217.000 kg | 1.10000 18938.70| 1.10000 18938.70| 1.40000 24103.80
REINFORCING STEEL FOR BOX CULVERT | | |
0047 4157.00 667.000 kg | 1.75000 1167.25| 1.75000 1167.25| 2.70000 1800.90
REINFORCING STEEL FOR COLLARS | | |
0048 4310.24 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 428.00000 2568.00
600 mm FLARED-END SECTION | | |
0049 4310.30 7.000 EACH| 240.00000 1680.00| 240.00000 1680.00| 486.00000 3402.00
750 mm FLARED-END SECTION | | |
0050 4320.24 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 754.00000 1508.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0051 4461.24 17.000 EACH| 100.00000 1700.00| 100.00000 1700.00| 291.00000 4947.00
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4461.30 3.000 EACH| 125.00000 375.00| 125.00000 375.00| 291.00000 873.00
INSTALL 750 mm CONCRETE FLARED-END | | |
SECTION | | |
0053 4461.36 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 322.00000 966.00
INSTALL 900 mm CONCRETE FLARED-END | | |
SECTION | | |
0054 4461.48 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 363.00000 726.00
INSTALL 1200 mm CONCRETE FLARED-END | | |
SECTION | | |
0055 4461.72 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 464.00000 928.00
INSTALL 1800 mm CONCRETE FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 260,299.35| $ 253,784.35| $ 298,334.72
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 2121+62.15
TRIPLE 2.4m X 1.2m X 29.57m CONCRETE BOX CULVERT
| | |
0056 0030.40 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 4040.00000 4040.00
MOBILIZATION | | |
0057 4044.00 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 5240.00000 5240.00
PREPARATION OF STRUCTURE AT STA. | | |
2121+62.15 | | |
0058 4051.01 52.000 m3 | 25.00000 1300.00| 25.00000 1300.00| 45.10000 2345.20
EXCAVATION FOR BOX CULVERTS | | |
0059 4101.06 44.800 m3 | 450.00000 20160.00| 430.00000 19264.00| 419.00000 18771.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0060 4151.00 2874.000 kg | 1.15000 3305.10| 1.15000 3305.10| 1.70000 4885.80
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 32,265.10| $ 29,369.10| $ 35,282.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0061 L001.01 23.000 ha | 1710.00000 39330.00| 1240.00000 28520.00| 1350.00000 31050.00
SEEDING, TYPE A | | |
0062 L001.02 9.000 ha | 1605.00000 14445.00| 1075.00000 9675.00| 1170.00000 10530.00
SEEDING, TYPE B | | |
0063 L032.75 160.000 Mg | 90.00000 14400.00| 85.00000 13600.00| 92.50000 14800.00
MULCH | | |
0064 0030.50 LUMP| 1600.00000 1600.00| 2000.00000 2000.00| 1310.00000 1310.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 69,775.00| $ 53,795.00| $ 57,690.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0065 0002.40 557.000 StaM| 18.00000 10026.00| 33.00000 18381.00| 19.60000 10917.20
TEMPORARY SOLID LINES | | |
0066 0002.45 263.000 StaM| 18.00000 4734.00| 30.00000 7890.00| 19.60000 5154.80
TEMPORARY BROKEN LINES | | |
0067 0030.90 LUMP| 31000.00000 31000.00| 160000.00000 160000.00| 50000.00000 50000.00
MOBILIZATION | | |
0068 1020.02 6.000 EACH| 11.00000 66.00| 15.00000 90.00| 13.10000 78.60
DELINEATOR, TYPE II | | |
0069 1020.03 51.000 EACH| 14.00000 714.00| 15.00000 765.00| 13.10000 668.10
DELINEATOR, TYPE III | | |
0070 1020.20 6.000 EACH| 18.00000 108.00| 25.00000 150.00| 21.80000 130.80
INSTALL CHEVRONS | | |
0071 2001.00 278.000 m3 | 12.80000 3558.40| 10.50000 2919.00| 17.70000 4920.60
GRAVEL SURFACE COURSE | | |
0072 2009.10 1.800 StaM| 600.00000 1080.00| 575.00000 1035.00| 759.00000 1366.20
GRAVEL EMBEDMENT | | |
0073 2010.00 60.000 m3 | 28.00000 1680.00| 36.50000 2190.00| 47.30000 2838.00
CRUSHED ROCK SURFACE COURSE | | |
0074 2021.00 12.000 EACH| 60.00000 720.00| 50.00000 600.00| 54.40000 652.80
MAILBOX POST | | |
0075 3020.26 420.000 m2 | 34.00000 14280.00| 34.00000 14280.00| 38.60000 16212.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0076 4003.00 2893.000 kg | 3.50000 10125.50| 3.50000 10125.50| 3.80000 10993.40
CAST IRON COVER, FRAME, AND FLANGE | | |
0077 4015.00 11.000 EACH| 250.00000 2750.00| 250.00000 2750.00| 838.00000 9218.00
ADJUST MANHOLE TO GRADE | | |
0078 7011.20 26.670 m | 45.00000 1200.15| 45.00000 1200.15| 49.00000 1306.83
W-BEAM GUARDRAIL | | |
0079 7021.70 4.000 EACH| 1950.00000 7800.00| 1950.00000 7800.00| 2120.00000 8480.00
GUARDRAIL END TREATMENT, SRT-350 | | |
0080 7500.32 10.000 EACH| 260.00000 2600.00| 250.00000 2500.00| 272.00000 2720.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0081 7502.04 300.000 m | 6.26000 1878.00| 6.25000 1875.00| 6.80000 2040.00
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 7503.04 10000.000 m | 6.26000 62600.00| 6.25000 62500.00| 6.80000 68000.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0083 7509.04 800.000 m | 18.75000 15000.00| 18.75000 15000.00| 20.40000 16320.00
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0084 8029.75 9261.000 m2 | 3.25000 30098.25| 3.75000 34728.75| 1.80000 16669.80
BITUMINOUS FOUNDATION COURSE | | |
0085 8111.01 211.001 StaM| 295.00000 62245.30| 600.00000 126600.60| 130.00000 27430.13
SHOULDER SUBGRADE PREPARATION | | |
0086 9000.75 400.000 Mg | 10.60000 4240.00| 21.69000 8676.00| 12.00000 4800.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0087 9005.00 200.000 Mg | 22.90000 4580.00| 31.69000 6338.00| 58.00000 11600.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0088 9005.23 15490.000 Mg | 12.20000 188978.00| 13.15000 203693.50| 17.00000 263330.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0089 9005.45 31540.000 Mg | 19.25000 607145.00| 21.69000 684102.60| 24.00000 756960.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0090 9009.00 8911.000 m2 | 2.00000 17822.00| 3.50000 31188.50| 6.40000 57030.40
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0091 9009.75 5194.000 m2 | 22.00000 114268.00| 41.00000 212954.00| 22.00000 114268.00
TEMPORARY SURFACING | | |
0092 9020.92 21.600 Mg | 181.00000 3909.60| 182.00000 3931.20| 190.00000 4104.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0093 9021.01 1713.960 Mg | 181.00000 310226.76| 182.00000 311940.72| 190.00000 325652.40
PERFORMANCE GRADED BINDER (64-22) | | |
0094 9021.03 836.460 Mg | 181.00000 151399.26| 182.00000 152235.72| 190.00000 158927.40
PERFORMANCE GRADED BINDER (58-28) | | |
0095 9034.00 7389.000 m2 | 1.50000 11083.50| 2.50000 18472.50| 0.60000 4433.40
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0096 9053.00 36020.000 L | 0.28000 10085.60| 0.26000 9365.20| 0.10000 3602.00
TACK COAT | | |
0097 9111.00 1490.000 kL | 3.05000 4544.50| 2.50000 3725.00| 2.00000 2980.00
WATER | | |
0098 9170.00 37.210 StaM| 300.00000 11163.00| 300.00000 11163.00| 304.00000 11311.84
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0099 9173.00 37.466 StaM| 525.00000 19669.65| 750.00000 28099.50| 488.00000 18283.41
SUBGRADE PREPARATION | | |
0100 9179.33 124526.000 m2 | 0.50000 62263.00| 1.00000 124526.00| 0.40000 49810.40
COLD MILLING, CLASS 3 | | |
0101 9188.50 27.000 m2 | 34.50000 931.50| 25.00000 675.00| 71.80000 1938.60
SURFACING UNDER GUARDRAIL | | |
0102 9300.50 12.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 1390.00000 1390.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,790,572.97| $ 2,289,466.44| $ 2,046,539.11
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0103 0001.08 2352.000 BDAY| 0.50000 1176.00| 0.50000 1176.00| 0.50000 1176.00
BARRICADE, TYPE II | | |
0104 0001.10 1518.000 BDAY| 4.00000 6072.00| 3.50000 5313.00| 2.70000 4098.60
BARRICADE, TYPE III | | |
0105 0001.30 342.000 LDAY| 3.80000 1299.60| 3.50000 1197.00| 2.70000 923.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0106 0001.75 940.000 EACH| 5.00000 4700.00| 5.50000 5170.00| 2.20000 2068.00
TEMPORARY SIGN DAY | | |
0107 0001.90 20568.000 EACH| 0.85000 17482.80| 0.50000 10284.00| 0.10000 2056.80
SIGN DAY | | |
0108 0002.30 800.000 m | 3.00000 2400.00| 3.00000 2400.00| 3.30000 2640.00
PAVEMENT MARKING REMOVAL | | |
0109 0003.10 20.000 DAY | 215.00000 4300.00| 200.00000 4000.00| 208.00000 4160.00
FLAGGING | | |
0110 0003.20 30.000 DAY | 340.00000 10200.00| 275.00000 8250.00| 299.00000 8970.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0111 0010.04 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 1120.00000 1120.00
FIELD OFFICE | | |
0112 0030.00 LUMP| 19000.00000 19000.00| 10000.00000 10000.00| 1000.00000 1000.00
MOBILIZATION | | |
0113 9110.01 40.000 HOUR| 50.00000 2000.00| 85.00000 3400.00| 58.00000 2320.00
RENTAL OF LOADER, FULLY OPERATED | | |
0114 9110.02 40.000 HOUR| 50.00000 2000.00| 75.00000 3000.00| 38.60000 1544.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0115 9110.03 40.000 HOUR| 40.00000 1600.00| 45.00000 1800.00| 28.60000 1144.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0116 9110.07 40.000 HOUR| 35.00000 1400.00| 40.00000 1600.00| 44.00000 1760.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N21 CONTRACT ID : 5829 COUNTIES : SCOTTS BLUFF
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 5
PROJECT(S) : S-92-1(1016)
====================================================================================================================================
|(1) 0477 |(2) 0083 |(3) 2853
|WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSID
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 75,630.40| $ 58,590.00| $ 34,980.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,692,228.41| $ 3,131,345.48| $ 3,291,842.79
====================================================================================================================================