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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:	4869X
Estimate Number:	0007
Pay Period End Date:	07.26.2003

Contract Location:
COTESFIELD NORTH AND SOUTH	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFIL	Date Let:	02.06.2003
410 S 7TH	Date Awarded:	02.13.2003
PO BOX 81409	Date Contract Executed:	02.21.2003
	Date Notice to Proceed:	02.21.2003
LINCOLN NE 68501	Date Work Began:	04.14.2003
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
WESTERN SURETY COMPANY

Counties
HOWARD

Project Number		PCT			Fed State Project Number		Description
41869 000		0.000			EACSTPD-11-2(111)		GRAD CULV BR SEED GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,421,568.24	$943,858.14	$477,710.10
$1,642,662.68	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,421,568.24	$943,858.14	$477,710.10
$1,623,386.61	Retainage	$-14,215.68	$-9,438.58	$-4,777.10
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
86.54%	Net Earnings	$1,407,352.56	$934,419.56	$472,933.00
	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	$-1,493.60	$-1,451.66	$-41.94
	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	-$1,493.60	-$1,451.66	-$41.94
	Payment	$1,405,858.96	$932,967.90	$472,891.06
Project Manager			Div. Head/Dist. Eng.
Kwiatkowski, Rick	08.08.2003		Heermann, Dennis	08.08.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.08.2003
Controller Div. Processed
Burling, Laurie	08.11.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          0030.10	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0002                          1000.00	182.58	23.000	4,199.34
LARGE TREE REMOVAL	EACH	23.000	4,199.34
		105.000	19,170.90
		0.000	0.00
0003                          1009.00	2,703.00	1.000	2,703.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,703.00
		1.000	2,703.00
		0.000	0.00
0004                          1010.00	1.51	55,204.000	83,358.04
EXCAVATION	m3	55,204.000	83,358.04
		58,559.000	88,424.09
		3,355.000	5,066.05
0005                          1010.10	3.03	24,342.000	73,756.26
EXCAVATION, BORROW	m3	24,342.000	73,756.26
		27,697.000	83,921.91
		0.000	0.00
0006                          1011.00	0.20	5,966.000	1,193.20
WATER	kL	5,966.000	1,193.20
		0.000	0.00
		0.000	0.00
0007                          1012.00	56.36	150.000	8,454.00
RIGHT-OF-WAY MARKERS	EACH	150.000	8,454.00
		94.000	5,297.84
		0.000	0.00
0008                          1090.00	816.00	2.000	1,632.00
ABANDON WELLS	EACH	2.000	1,632.00
		2.000	1,632.00
		0.000	0.00
0009                          1102.00	3.16	4,516.000	14,270.56
REMOVE ASPHALT SURFACE	m2	4,516.000	14,270.56
		4,516.000	14,270.56
		0.000	0.00
0010                          1106.00	3.06	497.000	1,520.82
REMOVE DRIVEWAY	m2	497.000	1,520.82
		563.000	1,722.78
		0.000	0.00
0011                          1111.00	0.77	1,855.000	1,428.35
REMOVE FENCE	m	1,855.000	1,428.35
		3,584.000	2,759.68
		0.000	0.00
0012                          1124.00	4,845.00	1.000	4,845.00
REMOVE BUILDING	EACH	1.000	4,845.00
STA. 182+62.9 TO STA. 183+00.4 LT.		1.000	4,845.00
		0.000	0.00
0013                          1124.01	561.00	1.000	561.00
REMOVE BUILDING	EACH	1.000	561.00
STA. 183+32.7 TO STA. 183+42.4 LT.		1.000	561.00
		0.000	0.00
0014                          1124.02	10.20	1.000	10.20
REMOVE BUILDING	EACH	1.000	10.20
STA. 184+27.4 TO STA. 184+36.0 LT.		1.000	10.20
		0.000	0.00
0015                          1125.00	612.00	1.000	612.00
CLEAR TRACT	EACH	1.000	612.00
STA. 182+62.9 TO STA. 183+00.4 LT.		1.000	612.00
		0.000	0.00
0016                          1125.01	510.00	1.000	510.00
CLEAR TRACT	EACH	1.000	510.00
STA. 183+32.7 TO STA. 183+42.4 LT.		1.000	510.00
		0.000	0.00
0017                          1125.02	255.00	1.000	255.00
CLEAR TRACT	EACH	1.000	255.00
STA. 184+27.4 TO STA. 184+36.0 LT.		1.000	255.00
		0.000	0.00
0018                          1125.03	816.00	1.000	816.00
CLEAR TRACT	EACH	1.000	816.00
STA. 184+55.5 TO STA. 185+62.4 RT.		1.000	816.00
		0.000	0.00
0019                          1125.04	102.00	1.000	102.00
CLEAR TRACT	EACH	1.000	102.00
STA. 185+20.4 TO STA. 185+43.7 LT.		1.000	102.00
		0.000	0.00
0020                          1701.24	43.35	222.000	9,623.70
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	222.000	9,623.70
		222.000	9,623.70
		0.000	0.00
0021                          1703.48	111.18	18.000	2,001.24
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	18.000	2,001.24
		18.000	2,001.24
		0.000	0.00
0022                          7017.00	5.61	306.000	1,716.66
REMOVE GUARDRAIL	m	306.000	1,716.66
		306.000	1,716.66
		0.000	0.00
0023                          L006.00	153.00	33.000	5,049.00
COVER CROP SEEDING	ha	33.000	5,049.00
		33.000	5,049.00
		0.000	0.00
0024                          L020.09	11.22	330.000	3,702.60
EROSION CONTROL, TYPE AAA	m2	330.000	3,702.60
		0.000	0.00
		0.000	0.00
0025                          L020.10	1.33	4,414.000	5,870.62
EROSION CONTROL, TYPE HV	m2	4,414.000	5,870.62
		0.000	0.00
		0.000	0.00
0026                          L021.06	25.50	306.000	7,803.00
EROSION CHECKS, TYPE HV	BALE	306.000	7,803.00
		0.000	0.00
		0.000	0.00
0027                          L022.11	10.20	310.000	3,162.00
FABRIC SILT FENCE-LOW POROSITY	m	310.000	3,162.00
		310.000	3,162.00
		0.000	0.00
0028                          L022.24	30.60	12.000	367.20
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	m	12.000	367.20
		12.000	367.20
		0.000	0.00
GROUP 1 GRADING		Contracted	259,522.79
		Current	259,522.79
		In place	269,533.76
		This Estimate	5,066.05
GROUP 4 CULVERTS
0029                          0030.40	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0030                          1043.50	2.04	120.000	244.80
RIPRAP FILTER FABRIC	m2	120.000	244.80
		120.000	244.80
		0.000	0.00
0031                          1119.00	193.80	1.000	193.80
REMOVE INLET	EACH	1.000	193.80
		1.000	193.80
		0.000	0.00
0032                          1136.01	887.40	1.000	887.40
REMOVE	EACH	1.000	887.40
CONCRETE APRON		1.000	887.40
		0.000	0.00
0033                          4004.50	2.75	449.000	1,234.75
CAST IRON GRATE AND FRAME	kg	449.000	1,234.75
		449.000	1,234.75
		0.000	0.00
0034                          4040.00	168.30	16.000	2,692.80
REMOVE HEADWALLS FROM CULVERTS	EACH	16.000	2,692.80
		16.000	2,692.80
		0.000	0.00
0035                          4041.00	1,938.00	1.000	1,938.00
CULVERT CLEANOUT	EACH	1.000	1,938.00
at sta. 131+24.97		1.000	1,938.00
		0.000	0.00
0036                          4050.01	8.77	2,354.000	20,644.58
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,354.000	20,644.58
		2,354.000	20,644.58
		0.000	0.00
0037                          4100.06	734.40	0.300	220.32
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.300	220.32
		0.300	220.32
		0.000	0.00
0038                          4105.59	729.30	2.200	1,604.46
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	2.200	1,604.46
		2.200	1,604.46
		0.000	0.00
0039                          4150.00	1.89	22.000	41.58
REINFORCING STEEL FOR HEADWALL	kg	22.000	41.58
		22.000	41.58
		0.000	0.00
0040                          4155.50	1.89	72.000	136.08
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	72.000	136.08
		72.000	136.08
		0.000	0.00
0041                          4310.24	214.20	33.000	7,068.60
600 mm FLARED-END SECTION	EACH	33.000	7,068.60
		33.000	7,068.60
		0.000	0.00
0042                          4310.30	295.80	4.000	1,183.20
750 mm FLARED-END SECTION	EACH	4.000	1,183.20
		2.000	591.60
		0.000	0.00
0043                          4310.36	402.90	12.000	4,834.80
900 mm FLARED-END SECTION	EACH	12.000	4,834.80
		14.000	5,640.60
		0.000	0.00
0044                          4310.60	805.80	4.000	3,223.20
1500 mm FLARED-END SECTION	EACH	4.000	3,223.20
		4.000	3,223.20
		0.000	0.00
0045                          6105.01	41.82	146.000	6,105.72
ROCK RIPRAP, TYPE A	Mg	146.000	6,105.72
		151.721	6,344.97
		0.000	0.00
0046                          P300.36	142.80	19.700	2,813.16
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	19.700	2,813.16
		18.000	2,570.40
		0.000	0.00
0047                          P310.60	170.34	47.500	8,091.15
1500 mm CULVERT PIPE, TYPE 2,4 OR 5	m	47.500	8,091.15
		47.000	8,005.98
		0.000	0.00
0048                          P402.24	98.94	13.600	1,345.58
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	13.600	1,345.58
		13.500	1,335.69
		0.000	0.00
0049                          P500.24	98.94	345.500	34,183.77
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	345.500	34,183.77
		351.500	34,777.41
		0.000	0.00
0050                          P500.30	120.36	41.100	4,946.80
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	41.100	4,946.80
		27.500	3,309.90
		0.000	0.00
0051                          P500.36	142.80	133.500	19,063.80
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	133.500	19,063.80
		146.000	20,848.80
		0.000	0.00
GROUP 4 CULVERTS		Contracted	134,698.35
		Current	134,698.35
		In place	135,555.72
		This Estimate	0.00
GROUP 5 SEEDING
0052                          0030.50	3,060.00	1.000	3,060.00
MOBILIZATION	LS	1.000	3,060.00
		0.000	0.00
		0.000	0.00
0053                          L001.01	1,428.00	24.000	34,272.00
SEEDING, TYPE A	ha	24.000	34,272.00
		0.000	0.00
		0.000	0.00
0054                          L001.02	1,173.00	9.000	10,557.00
SEEDING, TYPE B	ha	9.000	10,557.00
		0.000	0.00
		0.000	0.00
0055                          L032.75	112.20	165.000	18,513.00
MULCH	Mg	165.000	18,513.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	66,402.00
		Current	66,402.00
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0056                          0030.70	448.80	1.000	448.80
MOBILIZATION	LS	1.000	448.80
		1.000	448.80
		0.000	0.00
0057                          6010.26	3,861.72	5.400	20,853.29
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	5.400	20,853.29
		5.400	20,853.29
		0.000	0.00
0058                          6020.00	3.57	820.000	2,927.40
REINFORCING STEEL FOR BRIDGE	kg	820.000	2,927.40
		820.000	2,927.40
		0.000	0.00
0059                          7011.20	38.41	125.730	4,829.29
W-BEAM GUARDRAIL	m	125.730	4,829.29
		0.000	0.00
		0.000	0.00
0060                          7020.00	2,058.36	8.000	16,466.88
BRIDGE APPROACH SECTIONS	EACH	8.000	16,466.88
		0.000	0.00
		0.000	0.00
0061                          7024.27	1,527.96	8.000	12,223.68
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	12,223.68
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	57,749.34
		Current	57,749.34
		In place	24,229.49
		This Estimate	0.00
GROUP 9 BITUMINOUS
0062                          0002.55	22.95	120.600	2,767.77
OVERLAY BROKEN LINES	StaM	120.600	2,767.77
		231.826	5,320.41
		202.826	4,654.86
0063                          0002.60	22.95	241.200	5,535.54
OVERLAY SOLID LINES	StaM	241.200	5,535.54
		407.655	9,355.69
		344.355	7,902.95
0064                          0030.90	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		1.000	75,000.00
		0.000	0.00
0065                          2001.00	13.66	68.000	928.88
GRAVEL SURFACE COURSE	m3	68.000	928.88
		0.000	0.00
		0.000	0.00
0066                          2020.00	35.76	64.000	2,288.64
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	64.000	2,288.64
		64.000	2,288.64
		0.000	0.00
0067                          2021.00	102.00	2.000	204.00
MAILBOX POST	EACH	2.000	204.00
		0.000	0.00
		0.000	0.00
0068                          8022.00	83.64	282.330	23,614.08
HYDRATED LIME	Mg	282.330	23,614.08
		192.910	16,134.99
		68.448	5,724.99
0069                          8110.50	1,116.90	114.106	127,444.99
HYDRATED LIME SLURRY STABILIZATION	StaM	114.106	127,444.99
		114.418	127,793.47
		16.195	18,088.20
0070                          9000.73	18.35	500.000	9,175.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	9,175.00
SP3(9.5)		0.000	0.00
		0.000	0.00
0071                          9005.00	32.74	900.000	29,466.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	900.000	29,466.00
SP3(9.5)		653.460	21,394.28
		266.232	8,716.44
0072                          9005.34	18.35	17,800.000	326,630.00
ASPHALTIC CONCRETE, TYPE SP3(9.5)	Mg	17,800.000	326,630.00
		19,486.781	357,582.42
		12,549.532	230,283.91
0073                          9009.00	3.20	5,477.000	17,526.40
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,477.000	17,526.40
		5,477.000	17,526.40
		0.000	0.00
0074                          9020.91	238.28	27.000	6,433.56
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	27.000	6,433.56
		0.000	0.00
		0.000	0.00
0075                          9021.01	238.28	1,046.000	249,240.88
PERFORMANCE GRADED BINDER (64-22)	Mg	1,046.000	249,240.88
		1,045.162	249,041.20
		644.795	153,641.75
0076                          9034.00	1.22	5,477.000	6,681.94
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	5,477.000	6,681.94
		5,477.000	6,681.94
		0.000	0.00
0077                          9052.15	0.32	286,565.000	91,700.80
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	L	286,565.000	91,700.80
		1,391.348	445.23
		178.417	57.09
0078                          9053.00	0.24	47,009.000	11,282.16
TACK COAT	L	47,009.000	11,282.16
		48,545.000	11,650.80
		38,000.000	9,120.00
0079                          9111.00	1.02	802.000	818.04
WATER	kL	802.000	818.04
		0.000	0.00
		0.000	0.00
0080                          9170.00	147.51	241.211	35,581.03
EARTH SHOULDER CONSTRUCTION	StaM	241.211	35,581.03
		137.600	20,297.38
		137.600	20,297.38
0081                          9173.00	751.72	6.500	4,886.18
SUBGRADE PREPARATION	StaM	6.500	4,886.18
		6.500	4,886.18
		0.000	0.00
0082                          9173.15	66.30	241.211	15,992.29
TRENCHED WIDENING	StaM	241.211	15,992.29
		226.430	15,012.31
		0.000	0.00
0083                          9188.50	15.02	464.000	6,969.28
SURFACING UNDER GUARDRAIL	m2	464.000	6,969.28
		464.000	6,969.28
		464.000	6,969.28
0084                          9300.52	1,000.00	1.000	1,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
4000                          9179.34	4.053	0.000	0.00
COLD MILLING, CLASS 4	m2	4,756.000	19,276.07
		4,756.000	19,276.07
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,051,167.47
		Current	1,070,443.53
		In place	966,656.69
		This Estimate	465,456.85
GROUP 10 GENERAL ITEMS
0085                          0001.10	3.06	1,496.000	4,577.76
BARRICADE, TYPE III	BDAY	1,496.000	4,577.76
		1,779.000	5,443.74
		316.000	966.96
0086                          0001.75	2.30	630.000	1,449.00
TEMPORARY SIGN DAY	EACH	630.000	1,449.00
		56.000	128.80
		56.000	128.80
0087                          0001.90	0.51	7,567.000	3,859.17
SIGN DAY	EACH	7,567.000	3,859.17
		5,238.000	2,671.38
		740.000	377.40
0088                          0001.98	1.02	372.000	379.44
CONTRACTOR FURNISHED SIGN	EACH	372.000	379.44
		0.000	0.00
		0.000	0.00
0089                          0003.10	170.46	120.000	20,455.20
FLAGGING	DAY	120.000	20,455.20
		36.000	6,136.56
		16.000	2,727.36
0090                          0003.20	226.46	35.000	7,926.10
FURNISHING AND OPERATING PILOT VEHICLE	DAY	35.000	7,926.10
		10.000	2,264.60
		8.000	1,811.68
0091                          0010.04	500.00	1.000	500.00
FIELD OFFICE	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0092                          0030.10	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0093                          9110.01	55.00	50.000	2,750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	50.000	2,750.00
		0.000	0.00
		0.000	0.00
0094                          9110.02	55.00	40.000	2,200.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	2,200.00
		49.500	2,722.50
		15.000	825.00
0095                          9110.03	45.00	50.000	2,250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	2,250.00
		0.000	0.00
		0.000	0.00
0096                          9110.06	75.00	10.000	750.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	10.000	750.00
		0.000	0.00
		0.000	0.00
0097                          9110.07	35.00	50.000	1,750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	50.000	1,750.00
		35.000	1,225.00
		10.000	350.00
GROUP 10 GENERAL ITEMS		Contracted	53,846.67
		Current	53,846.67
		In place	25,592.58
		This Estimate	7,187.20
Totals for contract		Contracted	1,623,386.61
		Current	1,642,662.68
		In place	1,421,568.24
		This Estimate	477,710.10