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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:3073
Estimate Number:0010
Pay Period End Date:09.13.2003
Contract Location:
ORCHARD EAST & WESTEstimate Type:PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFILDate Let:02.06.2003
410 S 7THDate Awarded:02.13.2003
PO BOX 81409Date Contract Executed:02.19.2003
Date Notice to Proceed:02.19.2003
LINCOLN NE 68501Date Work Began:03.31.2003
Phone:Date Physical Work Completed:
(402)474-5115Date Accepted:
Escrow Agent:
Surety Co:
WESTERN SURETY COMPANY
Counties
ANTELOPE
HOLT
Project Number PCT Fed State Project Number Description
31073 000  0.000 F-20-5(1008)  GRAD CULV SEED BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$820,193.52$649,023.16$171,170.36
$3,496,741.04Stockpiled Materials$23,241.49$29,529.46$-6,287.97
Original Contract AmtGross Earnings$843,435.01$678,552.62$164,882.39
$3,498,473.27Retainage$-8,201.94$-6,490.23$-1,711.71
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
23.46%Net Earnings$835,233.07$672,062.39$163,170.68
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$.00$.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$-1,457.79$-1,457.79$.00
Bituminous Adj$.00$.00$.00
Autopay Adj$.00$.00$.00
Gasoline Adj$.00$.00$.00
Other Adj$.00$.00$.00
Price Adj$.00$.00$.00
Substandard Item Adj$.00$.00$.00
Asphalt Adj$.00$.00$.00
Diesel Fuel Adj$.00$.00$.00
Petrol Adj$.00$.00$.00
Total for Adjustments-$1,457.79-$1,457.79$.00
Payment$833,775.28$670,604.60$163,170.68
Project ManagerDiv. Head/Dist. Eng.
Colfack, Gene09.17.2003Kovar, Mark09.18.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve09.18.2003
Controller Div. Processed
Burling, Laurie09.18.2003
Detailed breakdown of stockpiled materials
Est Nbr:0001
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00789005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Initial Payment14,693.0056634
3/4" Crushed Rock
S.P. Initial Payment6,503.4556722
3/4" Crushed Rock
00799005.45 ASPHALTIC CONCRETE, TYPE SP4(12.5)
S.P. Initial Payment7,463.3356722
3/4" Crushed Rock
S.P. Initial Payment8,662.3756843
3/4" Crushed Rock
Total for estimate 0001:37,322.15
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00799005.45 ASPHALTIC CONCRETE, TYPE SP4(12.5)
S.P. Adjustment-3,895.5356722
3/4" Crushed Rock
S.P. Adjustment-3,897.1656843
3/4" Crushed Rock
Total for estimate 0009:-7,792.69
Est Nbr:0010
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00799005.45 ASPHALTIC CONCRETE, TYPE SP4(12.5)
S.P. Adjustment-3,143.3356722
3/4" Crushed Rock
S.P. Adjustment-3,144.6456843
3/4" Crushed Rock
Total for estimate 0010:-6,287.97
Total remaining for contract:23,241.49
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          0030.10 35,000.001.00035,000.00
MOBILIZATION LS 1.00035,000.00
1.00035,000.00
0.0000.00

0002                          1000.00 101.00550.00055,550.00
LARGE TREE REMOVAL EACH550.00055,550.00
144.00014,544.00
0.0000.00

0003                          1009.00 6,060.001.0006,060.00
GENERAL CLEARING AND GRUBBING LS 1.0006,060.00
0.9505,757.00
0.0000.00

0004                          1010.00 1.1965,424.00077,854.56
EXCAVATION m3 65,424.00077,854.56
64,491.29876,744.64
0.0000.00

0005                          1010.10 2.9580,143.000236,421.85
EXCAVATION, BORROW m3 80,143.000236,421.85
66,868.910197,263.28
0.0000.00

0006                          1011.00 1.017,279.0007,351.79
WATER kL 7,279.0007,351.79
1,155.1001,166.65
519.100524.29

0007                          1012.00 59.59215.00012,811.85
RIGHT-OF-WAY MARKERS EACH215.00012,811.85
173.00010,309.07
0.0000.00

0008                          1090.00 505.001.000505.00
ABANDON WELLS EACH1.000505.00
0.0000.00
0.0000.00

0009                          1102.00 3.003,716.00011,148.00
REMOVE ASPHALT SURFACE m2 3,716.00011,148.00
2,951.9208,855.76
345.0001,035.00

0010                          1106.00 2.531,355.0003,428.15
REMOVE DRIVEWAY m2 1,355.0003,428.15
468.3901,185.03
386.500977.85

0011                          1108.00 10.1065.700663.57
REMOVE COMBINATION CURB AND GUTTER m 65.700663.57
128.1001,293.81
59.900604.99

0012                          1114.00 606.001.000606.00
REMOVE RETAINING WALL EACH1.000606.00
0.0000.00
0.0000.00

0013                          1701.24 50.50321.00016,210.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 321.00016,210.50
293.00014,796.50
0.0000.00

0014                          L006.00 151.5033.0004,999.50
COVER CROP SEEDING ha 33.0004,999.50
0.0000.00
0.0000.00

0015                          L020.01 5.459,490.00051,720.50
EROSION CONTROL, TYPE A m2 9,490.00051,720.50
0.0000.00
0.0000.00

0016                          L020.03 2.2213,129.00029,146.38
EROSION CONTROL, TYPE C m2 13,129.00029,146.38
0.0000.00
0.0000.00

0017                          L020.08 5.564,167.00023,168.52
EROSION CONTROL, TYPE AA m2 4,167.00023,168.52
0.0000.00
0.0000.00

0018                          L020.09 12.12429.0005,199.48
EROSION CONTROL, TYPE AAA m2 429.0005,199.48
0.0000.00
0.0000.00

0019                          L020.10 1.775,886.00010,418.22
EROSION CONTROL, TYPE HV m2 5,886.00010,418.22
0.0000.00
0.0000.00

0020                          L021.01 16.16402.0006,496.32
EROSION CHECKS, TYPE A BALE402.0006,496.32
0.0000.00
0.0000.00

0021                          L021.03 16.16456.0007,368.96
EROSION CHECKS, TYPE C BALE456.0007,368.96
0.0000.00
0.0000.00

0022                          L021.06 13.131,488.00019,537.44
EROSION CHECKS, TYPE HV BALE1,488.00019,537.44
0.0000.00
0.0000.00

0023                          L021.21 16.67276.0004,600.92
EROSION CHECKS, TYPE AA BALE276.0004,600.92
0.0000.00
0.0000.00

0024                          L022.00 5.10165.000841.50
FABRIC SILT CHECKS m 165.000841.50
0.0000.00
0.0000.00

0025                          L022.11 5.965,088.00030,324.48
FABRIC SILT FENCE-LOW POROSITY m 5,088.00030,324.48
4,321.60025,756.74
0.0000.00

0026                          L022.13 9.6044.000422.40
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY m 44.000422.40
0.0000.00
0.0000.00

0027                          L022.75 14.651,907.00027,937.55
TEMPORARY SILT CHECK m 1,907.00027,937.55
0.0000.00
0.0000.00

4002                          1101.25 8.400.0000.00
SAWING PAVEMENT m 40.000336.00
0.0000.00
0.0000.00

GROUP 1 GRADINGContracted685,793.44
Current686,129.44
In place392,672.48
This Estimate3,142.13

GROUP 4 CULVERTS
0028                          0030.40 3,535.001.0003,535.00
MOBILIZATION LS 1.0003,535.00
1.0003,535.00
0.0000.00

0029                          1043.50 2.6127.00070.47
RIPRAP FILTER FABRIC m2 27.00070.47
0.0000.00
0.0000.00

0030                          4002.00 2.88969.0002,790.72
CAST IRON COVER AND FRAME kg 969.0002,790.72
794.4802,288.10
794.4802,288.10

0031                          4004.50 2.58515.0001,328.70
CAST IRON GRATE AND FRAME kg 515.0001,328.70
391.4001,009.81
391.4001,009.81

0032                          4018.00 469.656.0002,817.90
TAPPING EXISTING STRUCTURE EACH6.0002,817.90
5.0002,348.25
0.0000.00

0033                          4040.00 98.9840.0003,959.20
REMOVE HEADWALLS FROM CULVERTS EACH40.0003,959.20
33.0003,266.34
0.0000.00

0034                          4044.00 2,004.851.0002,004.85
PREPARATION OF STRUCTURE EACH1.0002,004.85
AT STA. 406+69.5 1.0002,004.85
0.0000.00

0035                          4050.01 7.42713.0005,290.46
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 747.7105,548.01
916.9706,803.92
0.0000.00

0036                          4051.01 12.1210.000121.20
EXCAVATION FOR BOX CULVERTS m3 10.000121.20
141.5651,715.77
0.0000.00

0037                          4101.06 348.4515.0005,226.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 15.0005,226.75
15.0005,226.76
0.0000.00

0038                          4105.59 489.8534.30016,801.86
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 34.30016,801.86
42.40420,771.60
32.82716,080.31

0039                          4151.00 1.26738.000929.88
REINFORCING STEEL FOR BOX CULVERT kg 738.000929.88
738.000929.88
0.0000.00

0040                          4155.50 1.171,229.0001,437.93
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 1,229.0001,437.93
788.000921.96
788.000921.96

0041                          4310.12 187.862.000375.72
300 mm FLARED-END SECTION EACH2.000375.72
2.000375.72
0.0000.00

0042                          4310.24 198.9733.0006,566.01
600 mm FLARED-END SECTION EACH33.0006,566.01
32.0006,367.04
0.0000.00

0043                          4310.30 257.552.000515.10
750 mm FLARED-END SECTION EACH2.000515.10
2.000515.10
0.0000.00

0044                          4310.36 368.652.000737.30
900 mm FLARED-END SECTION EACH2.000737.30
2.000737.30
0.0000.00

0045                          4310.42 646.402.0001,292.80
1050 mm FLARED-END SECTION EACH2.0001,292.80
2.0001,292.80
0.0000.00

0046                          4310.60 722.154.0002,888.60
1500 mm FLARED-END SECTION EACH4.0002,888.60
4.0002,888.60
0.0000.00

0047                          6105.01 34.8516.000557.60
ROCK RIPRAP, TYPE A Mg 16.000557.60
0.0000.00
0.0000.00

0048                          P200.60 299.97117.00035,096.49
1500 mm CULVERT PIPE, TYPE 2 OR 5 m 117.00035,096.49
132.18039,650.03
0.0000.00

0049                          P300.24 66.16161.00010,651.76
600 mm CULVERT PIPE, TYPE 3,4 OR 5 m 178.30011,796.33
182.22012,055.68
0.0000.00

0050                          P300.30 80.179.900793.68
750 mm CULVERT PIPE, TYPE 3,4 OR 5 m 9.900793.68
9.900793.68
0.0000.00

0051                          P300.36 88.529.900876.35
900 mm CULVERT PIPE, TYPE 3,4 OR 5 m 9.900876.35
9.900876.35
0.0000.00

0052                          P300.42 115.3915.4001,777.01
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 m 15.4001,777.01
15.4001,777.01
0.0000.00

0053                          P400.24 97.2149.5004,811.89
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 49.5004,811.89
52.6005,113.24
0.0000.00

0054                          P700.12 78.11590.60046,131.77
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 590.60046,131.77
611.30047,748.64
0.0000.00

4000                          4180.00 315.000.0000.00
CONCRETE COLLAR EACH2.000630.00
Sta. 391+57.4 0.0000.00
0.0000.00

4001                          4976.05 183.750.0000.00
ADDITIONAL WORK LS 1.000183.75
Cutting off & Disposing of 0.45m length C.M. Pipe 0.0000.00
0.0000.00

6000                          4061.01 12.120.0000.00
EXCAVATION OF UNSUITABLE MATERIAL m3 4.87059.02
AT BOX CULVERT 5.51066.78
0.0000.00

6001                          4051.12 34.8450.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 4.870169.70
5.510192.00
0.0000.00

GROUP 4 CULVERTSContracted159,386.99
Current161,831.58
In place171,272.21
This Estimate20,300.18

GROUP 5 SEEDING
0055                          0030.50 3,030.001.0003,030.00
MOBILIZATION LS 1.0003,030.00
0.0000.00
0.0000.00

0056                          L001.01 1,391.7821.00029,227.38
SEEDING, TYPE A ha 21.00029,227.38
0.0000.00
0.0000.00

0057                          L001.02 983.7412.00011,804.88
SEEDING, TYPE B ha 12.00011,804.88
0.0000.00
0.0000.00

0058                          L010.00 7.07970.0006,857.90
SODDING m2 970.0006,857.90
0.0000.00
0.0000.00

0059                          L032.75 70.70149.00010,534.30
MULCH Mg 149.00010,534.30
0.0000.00
0.0000.00

GROUP 5 SEEDINGContracted61,454.46
Current61,454.46
In place0.00
This Estimate0.00

GROUP 9 BITUMINOUS
0060                          0002.55 22.73519.00011,796.87
OVERLAY BROKEN LINES StaM519.00011,796.87
173.4023,941.43
151.6523,447.05

0061                          0002.60 22.731,038.00023,593.74
OVERLAY SOLID LINES StaM1,038.00023,593.74
290.4126,601.07
246.9125,612.31

0062                          0030.90 53,000.001.00053,000.00
MOBILIZATION LS 1.00053,000.00
0.50026,500.00
0.50026,500.00

0063                          2001.00 10.612,022.00021,453.42
GRAVEL SURFACE COURSE m3 2,022.00021,453.42
871.3519,245.03
0.0000.00

0064                          2009.10 404.006.0002,424.00
GRAVEL EMBEDMENT StaM6.0002,424.00
0.600242.40
0.0000.00

0065                          2021.00 50.508.000404.00
MAILBOX POST EACH8.000404.00
0.0000.00
0.0000.00

0066                          3011.21 77.773.600279.97
CONCRETE CLASS 47B-20 CURB TYPE I m 3.600279.97
0.0000.00
0.0000.00

0067                          3014.10 77.12484.70037,380.06
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER m 484.70037,380.06
123.9209,556.71
123.9209,556.71

0068                          3016.21 31.31179.0005,604.49
CONCRETE CLASS 47B-20 SIDEWALKS m2 179.0005,604.49
3.323104.04
3.323104.04

0069                          3020.26 36.36603.00021,925.08
CONCRETE CLASS 47B-25 DRIVEWAY m2 603.00021,925.08
87.4753,180.59
87.4753,180.59

0070                          3075.11 36.3661.0002,217.96
155 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 61.0002,217.96
0.0000.00
0.0000.00

0071                          4015.00 252.502.000505.00
ADJUST MANHOLE TO GRADE EACH2.000505.00
0.0000.00
0.0000.00

0072                          4024.70 1,872.541.0001,872.54
CONCRETE FLUME, TYPE I EACH1.0001,872.54
0.0000.00
0.0000.00

0073                          7512.04 25.2535.000883.75
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 m 35.000883.75
0.0000.00
0.0000.00

0074                          7530.48 454.502.000909.00
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4 EACH2.000909.00
0.0000.00
0.0000.00

0075                          8111.00 140.07293.29841,082.25
SHOULDER SUBGRADE PREPARATION StaM293.29841,082.25
0.0000.00
0.0000.00

0076                          9000.75 13.31500.0006,655.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 500.0006,655.00
SPS 0.0000.00
0.0000.00

0077                          9005.00 42.22500.00021,110.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0004,222.00
SP4(12.5) 27.6401,166.96
0.0000.00

0078                          9005.23 13.3126,690.000355,243.90
ASPHALTIC CONCRETE, TYPE SPS Mg 26,690.000355,243.90
0.0000.00
0.0000.00

0079                          9005.45 18.2745,550.000832,198.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 45,550.000832,198.50
3,545.31064,772.81
1,583.22028,925.43

0080                          9009.00 2.913,258.0009,480.78
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 3,258.0009,480.78
0.0000.00
0.0000.00

0081                          9020.92 225.0027.0006,075.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING Mg 27.0006,075.00
0.0000.00
0.0000.00

0082                          9021.01 225.002,486.700559,507.50
PERFORMANCE GRADED BINDER (64-22) Mg 2,465.500554,737.50
193.56743,552.58
81.93518,435.38

0083                          9021.03 225.001,441.260324,283.50
PERFORMANCE GRADED BINDER (58-28) Mg 1,441.260324,283.50
0.0000.00
0.0000.00

0084                          9030.00 12.22121.0001,478.62
CONSTRUCTING ASPHALTIC CONCRETE CURB m 121.0001,478.62
0.0000.00
0.0000.00

0085                          9034.00 1.913,922.0007,491.02
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 3,922.0007,491.02
0.0000.00
0.0000.00

0086                          9053.00 0.24139,871.00033,569.04
TACK COAT L 139,871.00033,569.04
3,319.500796.68
0.0000.00

0087                          9111.00 1.01464.000468.64
WATER kL 464.000468.64
0.0000.00
0.0000.00

0088                          9170.00 181.8032.6405,933.95
EARTH SHOULDER CONSTRUCTION StaM32.6405,933.95
0.0000.00
0.0000.00

0089                          9173.00 404.0038.17015,420.68
SUBGRADE PREPARATION StaM38.17015,420.68
28.51611,520.46
28.51611,520.46

0090                          9179.23 258.25136.87935,349.00
COLD MILLING, CLASS 3 StaM136.87935,349.00
135.33234,949.49
135.33234,949.49

0091                          9179.24 678.5428.30019,202.68
COLD MILLING, CLASS 4 StaM28.30019,202.68
0.0000.00
0.0000.00

0092                          9179.33 0.7012,552.0008,786.40
COLD MILLING, CLASS 3 m2 12,552.0008,786.40
TYPE A 0.0000.00
0.0000.00

0093                          9300.52 3,000.001.0003,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D LS 1.0003,000.00
0.0000.00
0.0000.00

0094                          W600.03 124.963.000374.88
ADJUST VALVE BOX TO GRADE EACH3.000374.88
0.0000.00
0.0000.00

4003                          9005.01 32.090.0000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 400.00012,836.00
SP1(12.5) 273.7208,783.68
0.0000.00

4004                          9021.01 235.000.0000.00
PERFORMANCE GRADED BINDER (64-22) Mg 16.8003,948.00
for SP1(12.5) 12.5062,938.91
0.0000.00

GROUP 9 BITUMINOUSContracted2,470,961.23
Current2,466,087.23
In place227,852.84
This Estimate142,231.46

GROUP 10 GENERAL ITEMS
0095                          0001.08 0.5034,900.00017,450.00
BARRICADE, TYPE II BDAY34,900.00017,450.00
436.000218.00
357.000178.50

0096                          0001.10 2.022,364.0004,775.28
BARRICADE, TYPE III BDAY2,368.0004,783.36
2,282.0004,609.64
569.0001,149.38

0097                          0001.75 2.27660.0001,498.20
TEMPORARY SIGN DAY EACH660.0001,498.20
236.000535.72
228.000517.56

0098                          0001.90 0.2513,668.0003,417.00
SIGN DAY EACH13,668.0003,417.00
8,665.0002,166.25
1,764.000441.00

0099                          0001.98 2.27224.000508.48
CONTRACTOR FURNISHED SIGN EACH224.000508.48
159.000360.93
0.0000.00

0100                          0002.30 1.01120.000121.20
PAVEMENT MARKING REMOVAL m 120.000121.20
0.0000.00
0.0000.00

0101                          0002.39 2.9380.000234.40
TEMPORARY PAVEMENT MARKING, TYPE II m 80.000234.40
0.0000.00
0.0000.00

0102                          0003.10 176.55110.00019,420.50
FLAGGING DAY 112.00019,773.60
39.0006,885.45
13.0002,295.15

0103                          0003.20 228.7550.00011,437.50
FURNISHING AND OPERATING PILOT VEHICLE DAY 50.00011,437.50
6.0001,372.50
4.000915.00

0104                          0003.70 252.502.000505.00
TEMPORARY RUMBLE STRIP EACH2.000505.00
0.0000.00
0.0000.00

0105                          0003.75 7,878.001.0007,878.00
TEMPORARY TRAFFIC SIGNAL EACH1.0007,878.00
0.0000.00
0.0000.00

0106                          0010.04 381.581.000381.58
FIELD OFFICE EACH1.000381.58
0.0000.00
0.0000.00

0107                          0030.00 7,500.001.0007,500.00
MOBILIZATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0108                          9110.01 50.00250.00012,500.00
RENTAL OF LOADER, FULLY OPERATED HOUR250.00012,500.00
11.000550.00
0.0000.00

0109                          9110.02 50.0055.0002,750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR55.0002,750.00
22.2501,112.50
0.0000.00

0110                          9110.03 45.00250.00011,250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR250.00011,250.00
23.2501,046.25
0.0000.00

0111                          9110.06 70.00150.00010,500.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR150.00010,500.00
18.5001,295.00
0.0000.00

0112                          9110.07 35.00250.0008,750.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR250.0008,750.00
21.250743.75
0.0000.00

GROUP 10 GENERAL ITEMSContracted120,877.14
Current121,238.32
In place28,395.99
This Estimate5,496.59

Totals for contractContracted3,498,473.27
Current3,496,741.03
In place820,193.52
This Estimate171,170.36